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Full text of "Record of wells in Nassau County, New York"

Ge 
102.5 
AJ6' A)3 
 
*s 


STATE OF NEW YORK 
DEPART
IENT OF CONSERVATION 
WATER POWER AND COKTROL COMMISSION" 


RECORD OF WELLS 


IN 


NASSAU COUNTY, N. Y. 


Exclusive of those published in 
U. S. Geological Survey Professional Paper 44 


Prepared by the United States Geological Survey 
in cooperation with the \Yater Powel' and 
Control Commission and with 
Nassau County 


BULLETIN GW-5 


: m"

'{ COP'i 
U . S G£ot Al SU

V . 
343 "U. s.. POST Off\C£ it .. 
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J2 ST OffICE BOX 1360 
ALBA I:t.ANY NiW VQRK l.2ig
 
193 an · 


.,. 



STATE OF NEW YORK 
DEPART
IENT OF CONSERVATION 
WATER POWER AND CONTROL COMMISSION" 


RECORD OF WELLS 


IN 


NASSAU COUNTY, N. Y. 


Exclusive of those published in 
U. S. Geological Sur\rey Professional Paper 44 


Prepared by the United States Geological Survey 
in cooperation with the \Yater Power and 
Control Commission and with 
Nassau County 


BULLETIN GW-
 


ALBANY 
1938 


C!J13 
IO
S 
N5' A/32 

5 


103 



2. 


Published by the Water Power and Control Commiseion of the 
State of New York in conjunction with Report on the Water Supplies 
of Long ISland, Bulletin GW-2,ln compliance with the provisions of 
Chapter 839 -of the Laws of 1936, as amended. 



) 


3. 


.... 


NEW YORK STATE 
WATER POWER AND CONTROL CCHaSSION 


COMMISSIONERS 


Lithgow Osborne 
Fre
erick Stuart Greene 
John J. Bennett, Jr. 


Conservation Commissioner, Chairman 
Superintendent of Public Works 
Atto rne 1-General 


John T. Gibbs 
Thomas F. Farrell 


Deputy Conservation Commissionerl 
Chief Engineer, Deputment I 
of Public Works 
Assistant Attorney-General 


Timothy F. Cohan 


Russell Suter 
Exeoutive Engineer 


Friend P. Willl8m$ 
Secretary 


UNITED STATES DEPARTMENT OF 
THE INTERIOR 


Harold L. ICkes, Secretary 


GEOLOOICAL SURVEY 


W. C. Mendenhall, Direotor 
B. M. Leggette, Geologist 



Contents 


Introduction. . . . . . . . . . 


Well logs and descriptive notes 
Index of wells by OWllors. . 
 . . . . 
List of Bulletins on L
 I. Ground Water Investigation . 


14. 


. , 



 
5 
10 
135' 
140 



,
 


BECaRDS Of WEUB IN NASSAU CotmTY J 1f. Y. 


IN'!'BODUCTION 


In 1906 records ot about 900 wells that had been drilled on 
. J I 
Ialan4 'were published in U. S. Geological Surve1 Protessional Paper "; 


"Undersround water resources of' Long Island, New Yort", b7 A. C. .ea.toJa 
and others. Since that time a large number ot wella haTe been 4r1llec1 on 


the island, but no qstematic attempt has been JUde to collect or pre..1'Ve 
records ot. all. these wella. Since 1932 the United States 080101 1 0&1 8ur9'er, 
in cooperation with the New'York State Water Power 8Dl Control eo-.iH 1on 
and with Nassau and Suttolk Counties, has been C&1TJ'tDs on an inveet1l&t1on 
of the ground-vater coDd1t1ons on Long Island. A pvt ot this wort haa oon. .' 


aiated of the oolleotion and compilation of well records that were in tile 


possession ot waterworks otficials, well
illins'c
1es, eD@1neera, and 


others. It has ot course not. been feasible to attempt to obta1n .reocm1e r4 


all wells that have been drilled since 1906, but an eftort has been ..... to 


collect records ot the more signifioant welle. 


B7 the Lawa ot 1936, Chapter 839, the Legislature of the State ot Jew 


York directed the Water Power and Control C0IIII1s8ion to report upon the 


water supplies ot Long Island. This was done on Febru8.r7 1, 1937 , b7 
publication ot Bulletin GW-2, "EngIneering :Report on the Water 8\1.D11.. of 
Lons Island. tt, b7 Bu8
ell Suter, ExecutIve Engineer, suba1 tted to .tIIe 1At618- 
lature on J'ebru&r7 2;, 1931. During the oourse ot this' tn...tlsat1on 
records ot JJIanl' wells in Kings and Queens Counties were collected bl con. 
sultants emplo7ed Q' the Water Power and Control Caaa1881on. Bather tIaan 
publish these records b7 themselves as a suppleJIent ot Bulletin aw.2, it 
seemed des1n.ble to coab1ne them w1 th s1a1lar NeoNs prev'101&811" colleote4 



'\ 


6. 


b7 the United States Geological Survey, 


The well reoords tram tn.as two 


sources constitute a large amount of valuable data and it has seemed 


desirable to make them readi
 available to those interested. The .campil&- 


tion inoludes reoords of about 1,500 wells, whioh together with those 


published in Professional Paper 44 give information on about 2,500 wells. 


Many of the wells have been abandoned or destroyed, but their records 


nevertheless indicate the conditions to be expected at the particular: 


localities where they were drilled. Although some of the records are vert' 


incomplete, they at least give same information as to the conditions to be 


expected. 


The present report includes only the records of wells drilled in 


Nassau County - about 200 wells. In December 1937 a report entitled, 
It 


"Record of wells in Kings County, N. Y." was published. as Bulletin GW-3 
of the New 
ork State Water Power and Control Commission. In January 1938 


a s1milar report entitled, "Record of wells in Suffolk County, N. y.tl, was 


published. aa Bulletin GW-4 of the New York State Water Power and Control 


Commission. A similar report covering Queens County is in preparation. 


As new well
 are drilled the records will be collected and compiled and 


from t
e to time released for oonsultation by the public. Publication of 


the new records is contemplated when a sufficient number have been oompiled. 


The looations of all wella for which records are given in this report 


are shown on the map a.t the end of the report. It has not been possible 


to oheck in the field the loca.tions of some of the wells. For suoh wells 


the looations as shown on the map are based either on the address given in 


the record and a street map of the county, or on information given by the 


driller, owner, or other person. To, a.id the reader in finding 8. well 


location, the map is divided into reotangles, which at the margins are 



7.' 


... 


lettered B, C, D, etc., from bottom. to top and numbered 5, 6, 7, et.c., 
from left to right. These coordinates are given in the headi
;ot '.each 
well record as the first number and letter in lparenthesae. The o.ther 
numbers and letters in the parentheses indicate reepective
 the distance 
in miles north and west from the southeast oorner of the rectangle in wlUch 
the well is located. For example, well N 1, Knickerbooker Ice Co. Well l. 
305 Pearsall Ave., Cedarhurat. (5 B, 2.5 N., ; .4 W.), will be found on the 
map in the rectangle first from left and first from the bottom, 2.5 miles 
north and 3.4 miles west of the southeast corner of the reotangle. 
The well-numbering system used in this report is in general use b1 
other workers on Long Island and has been adopted by the New York State 
Water Power and Control Commission. As a rule a single number has been 
assigned to each pumping plant, which may include several wells. In some 
instanoes, a separate number has been assigned to eaoh well at one plant 
if the wells have individual pumps. Each number carries. the first letter 
of the oounty name - N 1, N.2, etc. 
Records of wells that were listed in Professional Paper 44 are not 
given in this report unless more recent or more- complete data were obtained. 
Moat of the well reoords here given were collected by members of the United 
sta tes Geological Survey. Some of the loss were taken from an unpublished 
report by W. O. Crosby for the City of New York, Board of Water Supp
, and 
a few additional records collected by him were furnished by Irving B. 
Crosby. The work of compiling and preparing the data for publioation was 
done by the United States Geological Survey, with the assistance of George 
H. Cl
k of the U. S. Works Progress Administration for the City of New 
York. The following members of the Uni tad States Geological Surve,. ooUeateC, 



8. 


or oompiled records inoluded in thIs report: D. G. Thompson, F. G. Wells, 
Kyle Forrest, H. R. Blank, W. H. Monroe, R. M. Leggette,.M. L. Brashears, 
and Meta H. Wendels, Acknowledgements are due to the many well-drill1ns 
companies, waterworks officials, engineers, and weil owners, who with feY 
exoeptions, willingl1 furnished information or made their records available. 
Without their cooperation this report would n
t have been possible. 
Copies of this report may be consulted at most of the libraries on 
Long Island and in metropolitan New York. 



9. 



ATIONS PDTAIIfING TO GROUIm.WATE COrmrrIOIS ON LOlfG "t81.
 I. r.. 
Burr, W. B., Ber1ns, Rudolph, and Freeman, J. B.", Report of the ec..s...iGD 
on additional water supply for the Cit7 ot New York, 980 B., . 
New York, Martin B. Brown Co., 1904. 


Veatch, A. C., and others, Underground water resources of Lons IsJaal, 1'. t.: 
U. S. Geol. Survey. Prof. Paper 44, 394 pp., 1906. 


Veatoh, A. C., Fluctuations Of the water level in wells, wi th special ref- 
erence to Lon@; Islam, N. Y.: u. S. Geol. Survey Water-Sapp1l' 
Paper 155, 83 pp. t 1906. 


Lon@; Island souroes, an additional suPP17 of water for the City ot Bev Yort. 
City ot New York Board ot Water SuPP17, 2 vols., 108 pp., 1912. 
(CCDII1Only known as the report of Water I. Spear). 
Fuller, M. L., The geolo87 of Lon@; ISland, N. Y.: U. S. Geol. Survey Prot. 
Paper 82, 231 pp., 1914. 


Laase, W. F., Sub-surface water suPP17 of western Long Island and i te util- 
ization: Municipal Engineers Journal, New York, Paper 172, ,a pp., 
1934. 


Leggette, R. 14., Lons-time reoords of ground-water levels on Lons I8
l, 
N. Y.: Am. Geophysioal Union Trans., 1936, Part II, pp., 341-""" 
1936. 


Thanpson, D. G., and Leggette, B. M., Withdrawal of ground water on Lons 
Island, N. Y.: New York State Water Power and Control C01III18Sion 
Bulletin GW-l, 28 pp., 1936. 


Suter, Russell, Engineering report on the water supplies of LoDe IelaM.: 
New York State Water Power am Control COIII'IL1s810n Bulletin GW-2, 
64 pp., 1937 . 


Thanpson, D. G., Wells, F. G., and Blank, H. B., Becent geologio st_iea on 
Lon@; Island with respect to ground-water supplies: Bcon. GeoloIJ, 
vol. 32, pp., 451-470, 1937. 


Leggette, B. 14., The mutual interference of artesian wells on LoDs IeJaal, 
N. Y.: Am. Geophysical Union Trans., 1937, Part II, pp., 490-"
, 
1931. 


Reoord of wells in Kin@;s County, N. Y.: New. York State Water Power aD1 .-con- 
trol Commission Bulletin GW-3, 175 pp., 1937. 
Reoord of wells in Suffolk CountY', N. Y.: New York State Water Power azd. Con- 
trol Ccmaission Bulletin GW-4, loB pp
, 1938. 



10. 


WELJt LOGS AND DESCBIPrIVE NOTES 
(Numbers correspond to those used on accomP8n1ins map) 
N 1. Kniokerbocker Ioe Co., We 11 l. 305 Pearsall Ave., Ce4arhurst.
 
(5 B, 2.5 N., 3.4 W.). Drilled March 1932. Becord furnished by owner. 
Depth: 50.8 feet below top of casing which is 22 inches 
above engine room floor. 
Depth to water: 19.2 feet bel<?w top of casing on March 17, 1932. 


- - - 
 - 
 - - 
 
 - - - 
 - - - - - 
 - - 
 - - . - - . . - - - 


N 2. CitY' of New York, Department of Water Supply, Gas, " ne
tr101tY', 
Lynbrook pumping station. (5'.B, 5.2 N., 0.3 W.). Altitude about 19 teet 
above Bea level. Record. furnished by owner. 


Thiokness Depth 
(feet) (teet) 
Sand, coarse, reddish. . . . . . . . . . . . . . . 16 16 
Sand, fino, light colored. . . . . . . . . . 4 20 
Sand , coarse, and fino gravel, l1gh t colored . . . 5 25 
Clay, light colored. . . . . . . . . . . . . 1 26 
Sand, fine, light colored. . . . . . 4 30 
Cla.y, black. . . . . . . . . . .. . . . . . .. . . . 3 33 
Sand, fine to medium, light colored. . . . . 6 39 
Gravel, coarse, light colored. . . . . . . . . . . :3 42 
Clay, bluish . . . . . . . . . . . . . . 3 45 
Sand, medium to coarse, light colored. . . . 5 50 
Clay, bluish . . . . . . . . . . . . . . . . . 9 59 
Sand, coarse, dark, and gravel . . . 8 67 
Sand, medium, light colored. . . . . . . . . II 78 
Sand, medium, gray . . . . . . . . . 4 82 


N 3. City of New York, Department of Water Supply, Gas & Electricl t 7, 
Watts Pond pumping station
 (5 B, 5.2 N., 2.2 W.). Altitude about 10 teet 
above sea level. Record furnished by owner. 


. . . . . 


Thickness Depth 
(feet) (teet) 
15 15 
15 30 
5 35 
31 66 
46 112 
13 125 
5 130 
2 132 


Sand, coarse, dark colored . . . . . . . . . 
Sand, ooarse, light colored. . . . . . . . . . . . 
Sand, coarse, reddish, with coarse gravel. . . .. . 
Sand, coarse, light colored, and fine gravel . 
Clay- . . . . . . . . . . . . . . . . . . . . . 


Sand, fine, white, some wood . 
Gravel, medium, white. . . . . . 
Sand, fine, white. . . . . . . 



 . . . . . . . 


. . . . . 


(Continued on next page) 



N 3. (Continued.) 


Clay . . . . . . . . . . . . .... 
Sand, fine, white, some wood . . . 
Cl
 . . . . . . . . . . . . . . . . . . 
Sat1d., fine, white, some wood . . . . . . . . . . 
Clay . . . . . . . . . . . . 
Sand, fine, white, same wood . . . . . . . . . . . 
01 87 . . . . . . . . . . .... . . . . . .. . . . . . 
Sand, fine, white, some wood . 
Clay . . . . . . . 


. . . 


. . 


. . 


. . . 


. . 


. . . 


. . . . . 


. . . . 


. . . 


Th1cJl:Deea 
(teet) 
26 
140 
2 
92 
6 
,l7 
24 
10 
16 


4, 


De:t"* 
(teet) 
I 


158 
898 
300 
)92 
398 
415 
..
 
449 
'46, 


N 4. City of New York, Department of Water Supply, Gas & Eleotr1 c1t r, 
Well 2, Watts Pond. (5 B, 5.' N., 2.0 W.). Drilled b1 Rile7 Drilling Co. 
Al ti tude about 10 feet above sea level. Record tram an exsminat10n ot sampl
" 
by F. G. Wells. 


Thiokness Depti1 
(feet) (teet) 
Soil, brown, sandy . . . . . . . . . . . . . . . . 5 , 
Sand, coarse, straw-colored, and fine gravel, 
wi th some gran! te grains. . . . . . . . . . lO 15 
Sand, medium. grained, straw-colored, with some 
pebbles . . . . . . . . . . . . . . 10 25 
Sand, tIne, straw-colored. . . . . . . . . . . . . 5 30 
Sand, fine, very micaceous . . . . . . . . . . 5 " 
Sand, coarse, and small gravel . . . . . . . , 20 55 
Sand, fine, white, micaceous . . . . . . lO 65 
Clay, black, plastic . . . .. . . . . . . . . 5 70 


Fourteen other wells at this station show the same condition. 


- 
 . - - - - - - 
 - - - - - - - 
 - - 
 
 
 - - - - - - - - . . 


N 5. Ci ty of New York, Department of Wa.ter Supply, Gas & Ilecv1q1 t7. 
Clear Stream :tWnpins station. (5 B, 5.4 N., 2.8 w.)" Dr1lle4 in 1908. 
Altitude about 9 feet above sea. level. .Reoord furnish
 bl' O1ft1er. 


Thickne8S . Depth 
(teet) (teet) 
2 2 
18 20. 
28 48 
5 " 
5 58 


Top soil . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel, light colored . . . . . . . . . . 
Sand, coarse, light oolored, with a little gravel. 
ClaY' . . . . . . . . . . . . . . 
 . . . . . . . . 
Wood, hard, b lac k . . . . . . . . . . . . . . . . . 


(Continued on next page) 



N 5. (Continued.) 


12. 


Thickness Depth 
(teet) (feet) 
. i . . . 9 67 
. . 4, 110 
6 116 
. . . . . 14 l'O 
. . . . 168 298 
22 320 

--_.. 


Sand, fine, dark 
olored .. .. 
 
Sand, fine, white, with wood . . . . . . 
Clay and gravel. . . . . . . . 
Sand, fine, white. . . . . . 
Sand, fine, white with black wood. 
Sand, light colored, and fine gravel . 



 
 ... - - ... 
 - - 
 
 
 - 
 - ... 


N 6. City of New York, Department of Water Supply, Ga.s & Eleotrlcltl. 
Composite of l8 test wella. Clear stream pumping station. 
(5 B, 5.4 N., 218 W.). Altitude about 10 feet 
bove sea level. Record. 
compiled by W. O. Crosby. 


Sand, 
Sand, 
Sand, 
Sand, 
Clay, 
Sand, 
Sand, 


fine to medium, gray and buff, micaoeous.... 
coarse, and quartz gravel. . . . .. . . . . . 
fine, gray and buff, micaceous. . . . , . . 
gray, clay e.nd lignite.............. . .. 


blue . . . . . . . . . . . . 


.. . . 


fine, white, and lignite . . 
coarse, white, and gravel. 


. . . 


- 
 ... 
 - 
 - - - - - - - - - 
 - - 


Thickness Depth 
(feet) (teet) 
38 ,a 
6 44 
23 67 
l8 85 
44 129 
l66 295 
4} '38 


N 1. Citizens Water Supply Co. Well 26. 130 feet north of Remsen. 
St., and l50 feet west of Corona Ave., Valley Stream. (5 C, 0.8 N., 1.4 W.). 
Al ti tude of land surface 20 feet above mean sea level. Record collected b7 
W. o. Croaby. 


Sand and gravel. . . . . . . . . . 
Clay . . ... . . . . . . . . . .. 
Sand and gravel, water-bearing . . . . . . 
Clay . . . . . . . 
Gravel, water-bearing. . . . . . . 
Clay . . .. . It . . . . .' . . . . . . 
Sand., fine . . . . . . . . . . . 
Sand, coarse, and gravel, water-bearing, . 


. . . 


. . . . 


. . . 


. . . . 


Thiokness. Depth 
(feet) (teet) 
60 60 
50 110' 
40 150 
280 430 
l10 540 
240 780 
20 800 
170 970 


Casing: 
S
reen: 


6 inoh. 
60 feet of slotted pipe set from 85l to 911 feet. 
(Continued on next page) 



l,. 


N 7. (Continued). 


An automatic water-stage recorder wa.a installed on this well on Sap ... J 

mb€lr 4, 1936, and is still in operation. .. 


Water Water Water 
Date Level Date Level Date Level 
-. 
1936 . . '''''' 1937 1937 
Sept . 5 7.44 Feb. l. 9.95 Aug. 1 6.61 
Oct. 1 8.31 Mar. 1 ll.72 I Sept.l 6.72 
Nov. 1 9.29 Apr. 1 12.,0 Oct. 1 8.28 
Dec. . 1 9.12 May 1 10.82 I Nov. 1 9.69 
1937 June 1 lO.14 , Dec. 1 10 .52 
Jan. 1 9.55 8.ll , 
July 1 


Lowest water level in feet above mean sea level. 
(fram rocorder charts) 


--L 


More detailed water level data are available in the Jamaica offioe of 
the U. S. Geological Survey. 
There are 25 other wells on this property. Information on these wells 
furnished by owner. 
Owner. 1 s Diameter Depth Owner's Diameter Depth 
Well No. ( inches) (feet) Well No. ( inches) (feet) 
_...,....r __......,..._....______........ 
1 6 536 l4 6 499 
! 6 536 15 6"'" 522 
3 6 l48 l6 6 516 
4 8 526 l7 6 494 
5 6 52l l8 6 499 
6 6 519 19 6 495 
7 8 138 20 6 483 
8 6 536 2l 6 493 
9 8 138 22 6 496 
lO 6 502 23 6 509 
II 6 50l 24 6 425 
l2 6 522 25 6 
95 
13 8 132 


- 
 - - - - - - - - 
 
 - 
 
 - - - - - 


N 8. Citizens Water Supply Co. Well 6. On west side of Corona Ave., 
650 feet north of' Remsen St., Valley Stream. (5 C, 0.8 N., 1.4 w.). 
Measuring point, top of casing. Altitude 23.99 feet above mean sea level. 


Depth: 
Casing: 
Screen: 


519 feet. 
6 inch. 
21 feet.. 


(Continued on next page) 



14. 


N 8. (Continued). 


Weekly water level measurements in this well were started Jul3 }, 1936 
and have been continued to date. 


Water level in feet above mean sea level. 


1936 
July 3 
July 3l 
Sept. 4 
oct. 3 
Oct. ,3l 


22.69 
22.27 
21.97 
22.36 1 
22.30 


Water 1 
Date Level - ," 
-------.-.-...-r- 
1936 
Nov. 28 22.1l 
1937 
Jan. 
Jan. 
Feb. 


Date 


Water 
Level 


Date 


Water 
Level 


2 23.31 I 
30 23.6l ! 
27 2
. 56 _J. 


1937 
Apr. 3 
May 1 
June 5 
July 3 
July 3l 
Aug. 28 


23.53 
23.66 
23.2' 
23.10 
22.70 
22.77 


More detailed water level data are available in the Jamaica office ot 
the U. S. Geological Survey. 


- - - - - - - - - - - - - - - - - - 
 - - - - - - - - - - - '- - 
 - - - - 


N 9. Citizens Water Supply Co. Well 7. 0 west side of Corona Ave., 
650 feet north of Remsen St., Valley Stream. (5C, 0.8 N., 1.4 w.). 
Measuring point, top of casing. Altitude of measuring point, 24.73 feet 
above mean sea level. 


Depth: 
Casing: 
Screen: 


l38 feet. 
8-inch. 
40 feet. 


Weekly water level measurements in this wel were started July 3, 1936 
and have been continued to date. 


Water level in feet above me sea level 


Wa.ter I Water Water 
Date Level I Date Level Date Level 
1936 " 1936 19;7 
I 
JulJ 3 21.73 Nov. - 28 21.2'7 Apr. 3 22.18 
July 3l 21.41 I }.937 May 1 22 . 35 
Sept. 4 21.12 Jan. 2 22 . l7 June 5 22.01 
Oct. 3 2l.62 Jan. 30 22.35 July 3 22.02 
Oct. 31 2l.4; Feb. 27 22.18 July 3l 21.67 
--1.._.__ Aug. 28 21.6l 


More detailed water level data are available in the Jamaica office or 
the U. S. Geological Survey. 



l5. 


N lO. Jamaica Water Supply Co. Well 15. Elmont Road near Hempstead 
Turnpike, Elmont. (5 C, 2.5 N., 2.4 W.). Drilled by Layne-New York Co., 
Inc., 1926-l927. Altitude 49 feet above sea level. :Record furnished by 
owner. 


Thickness Depth 
(feet) (feet) 
Top soil . . . . . . . . . . . . . . 2 2 
Sand, coarse, and gravel 18 20 
Sand, coarse . .
 . . . . . . . . 42 62 
Sand, coarse, and gravel . . . . . . 68 130 
Clay, soft . . . . . . . lO 140 
Sand, muddy. . . . . . . . . . . . . 9 149 
Sand, fine . . . . . . 21 170 
Clay, tough. . . . . . lO 180 
Sand, loose. . . . . . . . . . . . . . . . . 21 201 
Sand, muddy. . . . . II 212 
Clay, tough. . . 
 . . . . . . 19 23l 
sand. , fine . 2l 252 
Sand, coarse, rough. . . . . . . 8l 333 
Sand, coarse, and gravel . 69 402 
Clay . . . . . . . . . . . . . . . . 


Casing: 
Screen: 


l8.to 12 inches. 
l3-inch 
set from 330 to 397.7 feet. 


Pumping tests: 
June l7, 1926 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


II feet. 
61.5 feet. 
50.5 feet. 
984 gallons a minute. 
19. 


June 6, 1927. 


Pumping water level: 
Yield: 


82.7 feet 
l,028 gallons a minute. 


- - - - 
 - - - - - - - - 
 - - - - - - - - 
 
 
 - - - - - - - 
 
 


N ll. Jamaica Water Supply Co. Well l5-A. Elmont Road, Elmont. 
(5 C, 2.5N., 2.4 W.). Drilled by Layne-New York Co., Inc., 1925-1927
 
Altitude 46 feet above sea level. Record furnished by owner. 


. 


. . . . 


Thickness Depth 
(feet) (feat) 
. . . . 80 80 
. . . . . . . . . 41 l21 
. . . . 17 l36, 
. . . . l5 153 
. . . . . . 185 ;38 
. . . . ;2 370 
20 390 


Sand and gravel. . . 
Sanq. and clay. . 
sand., loose. . 
Sand and clay. . 
Sand, loose. 
Clay, hard . 
Sand . . . . 


. . . . 


(Continued on next page) 



"'..,, 1..... 



N 1l. (Continued). 


Clay . . . . . . 
Sand. and gravel. 
Clay, hard . 
Sand. 
Clay . . . 
Sand . . . 
Clay, hard . 


Thickness 
(feet) 
2 
16 
4 
6 
2 
6 
l4 


. . . 


. . . . 


. . . . . . 


....... 


......... 


16. 


!.. 


Depth 
(teet) 
392 
408 
412 
418 
420 

.t, 
440 


Casing: 
Screen: 


24 to 8 inches. 
65 feet of l3-inch set with bottom at 273.6 feet. 
120 feet of 8-inch set with bottom at 408.8 feet. 


Pumping tests: 
Aug. 3, 1926. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


7 feet. 
33 feet. 
26 feet. 
1,023 gallons a minute. 
39. 


June 6, 1927. 


Pumping water level: 
Yield: 


54 feet. 
l,406 gallons a minute. 


. Record by F. G. WGlls from examination of samples in the office of 
Layne-New York Co., Inc., 


Sand, coarse, buff colored, and small gravel of 
heterogeneous composition . . . . . . . . 
Sand, coarsG, buff colored, and amall gravel of 
heterogeneous composition . . . . . . . . 
Sand, coarse, buff colored, and small gravel of 
heterogeneous composition . . . . . . . . 
Gravel, small, of heterogeneous composition. 
Sand, coarse, buff colored, and small gravel of 
heterogeneous composition. . . . . . . . 
Gravel, small, of heterogeneous composition. 
Quartz gravel, probably not glacial. . . . . 


Depth 
represented 
by sample 
(feet) 


7- 80 
l21-l38 
153-308 
308-338 
343-375 
375-402 
400-425 




17 


fI 
N 12. Jamaica Water Supply Co. Well 15-B. Elmont Road, Elmont. 
(5 C, 2.5 N., 2.4 W.). Drilled by Layne-New York Co., Inc., 1925-1927. 
Alti tude 42 feet above sea level. Record furnished by owner. 


Sand and gravel. . . . . . . . . . . 
Clay . . . . . . . I. . . . . . . . . 
Sand and soft clay . . . . . . . . . 
Clay, hard . . . . . . . . . . . . . . . . . . . . 
Sand and clay. . . . . . . . . . . . . . . . . . . 
Clay . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel. . t . . . . . . . . . . .. . . . . 


. . . . . . . 
. . . . . . . 
. . . . . . . 


Casing: 


18 to 12 :t.nches. 


Screen: 


Thickness Depth 
(feet) (feet) 
78 78 
117 195 
6 201 
lO 211 
ll2 323 
20 343 
82 425 


13-inch set from 365.2 to 423.2 feet. 


Pumping tests: 
Nov. 20, 1925. 
June 6, 1927. 


Yield: 965 gallons a minute. 


Yield: 1,050 gallons a minute. 


N. 13. Jamaica Water Supply Co. Well l5-C. E1mont Road, E1mont. 
(5 C, 2.5 N., 2.4 W.). Drilled by L
ne-New York Co., Inc., 1925-1927. 
Al ti tude 42 feet above sea level. Record furnished by owner. 


Top soil . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and gravel . . . . . . . . . . . . . 
Sand, coarse, loose. . . . . . . . . 
Clay, tough. . . . . . .. . . . . . . . . . . . . . 
Sand, hard, muddy. . . . . . . 
Clay, tough. . . . . . . . . . . . . . . . . . . . 
S8I1d, muddy. . . . . . . . . . . . . . . " . . . . 
Sand, fine . . . . . . . . . . . . . . . . . . . . 
C la.y, tough. . . . . . . . . . . . . . . . . . 
Sand, muddy. . . . . . . . . . . . . . . 
S8I1d, coarse, loose. . . . . . . . . . . . . . . . 
Clay . . . . . . . . . . . . . . . . . . 
Sand, loose. . . . . . . . . . . . . . . . 
Clay, tough. . . . . . . . . . . . . . . . . . . . 
Sand, loose. . . . . . . . . . . . . . . . . . . . 
Sand and gravel, loose . . . . . . . . . . . . 
Gravel, fine . . . . . . . . . . . . . . . . . 


(Continued on next page) 


-Thickness Depth 
(feet) (feet) 
3 3 
38 41 
29 70 
35 105 
22 127 
33 160 
19 179 
22 201 
11 212 
lO 222 
75 287 
12 299 
20 319 
22 34l 
lO 35l 
44 395 
40 435 



N 13. 


( Continued) . 


Casing: 
Screen: 


18 to l2 inches. 
13-inch set from 229.4 to 287.4 feet. 


Pumping tests: 
May 6, 1926. 


Pumping water level: 50 feet. 
Yield: 1,000 gallons a minute, 


Pumping water level: . 62.6 feet. 
Yield: 1,227 gallons a minute. 


l8 


- - - - - - - - - - - 
 - - 
 - - - - - - - - 
 
 - 
 - - - - - - - - 
 
 


N l4. Jamaica Water Supply Co. Well 9. Hillside Blvd. &: Bryant Ave., 
New Hyde Park. (5 c, 4.8 N., 1.5 W.). Drilled by Layne -New ork Co., Inc., 
1924-l925 . Altitude about 75 feet above sea level. Record fished by 
owner. 


Sand and streaks of clay . . 
Sand., whi te. . . . . . . . . . . . . . . . . 
Sand, dirty, red . . . . . . . . 
Sand and gravel, white . . . . . . 


. . . 


. . 


. . . 


. . . . 


. . 


. . 


. . 


Ca
ing: 
. Screen: 


36 to 26 inches. 
.. 26-inch set from 17.3 to 106.3 feet. 


Pumping test: 
Aug. 16, 1924. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


44 feet. 
70 feet. 
26 feet. 
1,200 gallons 
46. 


- - - - - - - - - - - - - - - - - - - - - 


59 
7 
14 
35 


minute. 


Depth 
(feet) 


59 
66 
80 
115 


N 15. Jamaica Water Supply Co. Well 16. East 4th St., south of 
Lawrence St., New Hyde Park. (5 C, 4.9 N., 1.6 W.). Drilled by Layne -New 
York Co., !nc., 1927 -1928. Al ti tude ll3 feet above sea level. Record 
furnished by owner. 


Th ckness Depth 
(feet) (feet) 
2 2 
l8 20 
30 50 
30 80 
6 86 


Top soil . . . . . . . . . . . . . . . . . . . . 
S811d, coarse . . . . . . . . . . . . . . . . 
Sand, coarse, and small boulders . . . . .. 
Sand, coarse, whi te. . . . . . . . . . . . . . . 
Sand, coarse, and gravel . . . . . . . . . . 


(Continued on next page) 



Park. 
1936. 


19 


N 15. ( Continued) . 
Thickness Depth 
(feet) (feet) 
Sand, coarse, red... . . . . . . . . . . . . . . . 7 93 
Sand, coarse, red, and. gravel. . . . . . . . . 14 107 
Sand, muddy, and clay. . . . . . . . . . . . . . . 


Casing: 
Screen: 


36 to 26 inches. 
26-inch set from 72.5 to 10l.5 feet. 


Pumping tests: 
Nov. 5, 1927. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


59 feet. 
76.2 feet. 
l7.2 feet. 
989 gallons a minute. 
51. 


June 21, 1928. 


Pumping water level: 73 feet. 
Yield: 1,160 gallons a minute. 


N 16. Premium. Ice Co. Jericho Turnpike and Denton Ave., New Hyde 
(5 C, 4.8 N., 0.2 W.). Drilled by Layne-New York Co., Inc., July 
Driller's log. 


Thickness Depth 
(feet) (feet) 
Soil, sandy. . . . . . . . . . . . . . . . . . . . 3 3 
Sand, coarse, yello
 and gravel. . . . . . . . . . 83 86 
Sand , yellow, and blue clay, mixed . . . . . . . . 100 186 
Clay . . . . . . . . . . . . . . . . . . . . II 191 
Clay, Sandy. . . . . . . . . . . . . . . 32 229 
Sand., coarse . . . . . . . . . . . . . . . . . 11 246 
Clay, tough, blue. . . . . . . . . . . . . . . 42 288 
Grave 1 and. clay. . . . . . . . . . . . . . 10 298 
Sand , gray . . . . . . . . . . . . . . . . . . . . 39 . 331 
Clay: sandy. . . . . . . . .. . . . . . . . . 24 36l 
Sand and gravel. 71 432 ...... 
. . . . . . . . . . . . . . . . . 
Clay, sandy. . . . . . . . . l3 445 


Casing: 
Screen: 


l6-inches. 
8-inch Everdur set from 318.6 to 438.6 feet. 


(Continued on next page) 



N l6. (Continued). 


Pumping test: 
Sept. 22, 1936. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Speoific capacity: 


20 


32 feet. 
78 feet. 
46 feet. 
860 gallons a minute. 
19. 


Log of diffusion well. Drilled by Layne-New York Co., Inc., July 19.36. 
Driller's log. 


Thickness 
. (feet) 
86 
7 


Depth 
(feet) , 
86 
93 


Sand, yellow, and gravel . . . . . . . . . . . . . 
Sand, yellow, and blue clay, mixed . . . . . . . . 


Casing: 
Screen: 


Pumping test: 


l8-inch. 
30 feet of l2-inch Armco welded. 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


24.6 feet. 
44 feet. 
19.4 feet. 
1,060 gallons a minute. 
55. 


N 17. Jamaica Water Supply Co. Well 20. Evergreen Ave., west of 
Denton Ave., New Hyde Park. (5 C, 5.2 N., 0.4 w.)
 Drilled by Lqne-New 
York Co., Inc., in 1930. Al ti tude 104 feet above sea level. Record fur- 
nished by owner. 


Thickness Depth 
(feet) (feet) 
. . 2 2 
. . 84 86 
. . 14 lOO 
. . 


Top soil . . . . . . i . . 
 . . . . . . 
Sand, ooarse, yellow . . . . . . . . . . . . . 
Sand, cOal.se, yellow, and gravel . . . . . . . 
Sand, fine . . . . . . I. . . . . . . . . 


Casing: 
Soreen: 


Pumping test: 
Oct, l4, 1930. 


38 to 26 inches. 
26-inch Bet fram 65 to 90 teet. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


(Continued on next page) 


45 feet, 
58 feet. 
13 feet. 
1,275 gallons a minute. 
98. 



21 


N 17. (Continued). 


Well w.
 
eepened in June 1937 by L
e-New York Co., Ino. 


Thickness 
(feet) 


Depth 
(feet) 


Sand and gravel, white . . . . . , . , . . . , . . 25 125 
Clay, soft, white. . . . ... . . , . . . , . . . 43 l68 
Clay, tough, . , . 
 . .. . . , . . . .. , , . . . . 1 169 
Sand , fine, white. . .. . . , . . . . . . . 83 252 
Clay, soft, white. . . . . . . . . . . . . . . , , 22 274 
Sand, ooarse, white, muddy . . . . , , . . . . 39 313 
Clay, white, sandy . . . . . . . . . . . . . . . . 21 3
 
.Sand and clay, white - . . . . . . . . . . 42 376 
Clay, blue, sandy, . . . . . . . . . , . . . . , . l4 390 
Sand, coarse, brown, . . . . 1 . . . . . " , . . . 7B 468 
Clay, blue, sandy., . . . . . . . . . . . . . . . . 8 476 


Screen: 


l2-inch Everdur, set from 405 to 465 feet, 


Pumping test: 
June 17, 1937.. 


Static water level: 
Pumping water level: 
Drawclown: 
Yie ld : 
Specific capacity: 


44 feet. 
lIB feet. 
74 feet. 
Boo gallons a minute 
11. 


N lB. Nassau & Suffolk Loan Assoc. Bergman Ave., near Lawrence at" 
New Hyde Park. (5 D, 0.1 N., 1,1 W.). Drilled by C. W. Lauman & Co., 
October 1935. Driller's log. 


Top soil . . . . , . . . . , , ,_... . . , . . , . , . 
Sand, coarse, and gravel . . . . . . . . . . . 
 . . 
Sand, ooarse, e.nd gravel, slightly finer than above. 


Thickness Depth 
(feet) (feet) 
3 3 
24 27 
57 84 


Casing: 
Screen: 


4 inches. 
2-inch .well point set from 80 to 83 feet. 


Pumping test: 
Oct, 7, 1935. 


Static water level: 
Yield: 


68 feet. 
4.6 gallons a minute. 


Well is equipped with Duro electric pump having capacity of 275 gallons 
an hour. 



N 19. Fred Schumacher. About 500 feet east of New Hyde Park Ed., 
about 30b feet south of Marcus Ave. (5 D, 0.3 N., 1.0 W.). Drilled by 
C. W. Lauman & Co., June-July 1935. Altitude about 120 feet above sea 
level, /Driller' slog. 


Sand., coarse 
Sand, fine . . 


Thickness 
(feet) 
98 
23 


. . 


. . 


. . . 


. . . . . . 


. . . 


. . . 


Casing: 
Screen: 
Static water level: 
Yield: 


l2-1nch. 
No. 60 slot set from 87 to 107 feet. 
70 feet. 
375 gallons a minute. 


22 


Depth 
(feet) 
98 
l2l · 


N 20. Deepdale Country Club
 (50, 1.3 N., 2.3 W.). Drilled by 
Sprague & Henwood, Inc. Altitude about 200 feet above sea level. Record 
collected by J. H. Sanford. 


Thickness 
(feet) 


Sand, clean white and yellow, 
Cla.y, gray, sandy. . . 
Sand, brown. . . . 
Sand and gravel. . . . 
Clay, gray, sandy. 
Cla.y, yellow . . . . . . . . . 
Sand, clean, gray. 
Sand and gravel. . . . . . . . 
Sand, fine . . . . . . 
Sand and gravel. . . . . . . . 


and gray sandy clay . 


45 
40 
15 
45 
35 
12 
5 
9 
2 
8 


. . 


. . 


. . 


.. . . . . 


. . 


. . 


. . 


. . . 


. . , 


. . . 


. . 


. . . 


, . . . 


. . . . 


. . . 


- - - - - - - - 
 - 
 - - - - - - - - - - 
 
 - - - - 
 - - - - - 


Depth 
(feet) 
45 
85 
100 
145 
180 
192 
197 
206 
208 
216 


N 21. Citizens Water Supply Co. Composite record of 22 wells. Cutter 
Mill Rd., Gr
at Neck. (5 D, 2.0 N., 3.5 W.). Drilled by Artesian Well &: 
Supply Co., and A. J. Connolly, 19l0-l924. Altitude about 10 feet above sea 
level. Record furnished by owner. 


Thickness Depth 
(feet) (feet) 
Sand., fine, and 0 lay . . . . 70 70 
Sand, fine . . . . . . . . 30 lOO 
Sand and clay. . . . . . . . 50 l50 
Sand, fine . . . . . . . . . . . . . . 40 190 
Clay . . . . . . . . . . . . . 200 390 
Sand and. grave 1. . . . 54 444 


The 22 wells range in depth from 60 feet :
to 464 feet. 



23 


N 22. Citizens Water Supp
 Co. Well 2. Cutter Mill Ed., Great Neck. 
(5 D, 2.0 N., 3.5 W.). Drilled b1 Layne-New York Co., Inc., February 3.928. 
Altitude about 15 f
et above sea level. Record furnished by owner. 


Thickness Depth 
(feet) " (feet) 
. , . 6 6 
. . . . 5 II 
. . . . . . 62 13 
. . . . 52 l25 
. . . 30 155 


sam . . . . . . . . . 


Clay and boulders. . 
sam and gravel, red . 
Clay;, blu
 . . . . . . . 
Sand, coarse, and gravel . 
Clay . . . . . . . . . . . . 


Casing: 
Screen: 


38 to 26 inches. 
26-inch set fram 125.7 to 145 feet. 


Pumping test: 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity 


0.0 feet. 
65.4 feet. 
65.4 feet. 
1,000 gallons a minute. 
16. 


- - - - - - - - - 
 - 
 - - - - 


N 23. Citizens Water Supply Co. Cutt6r Mill Rd., Great Neck. 
(5 D, 2.0 N., 3.5 W.). Drilled by Sprague & Henwood, Inc.
 1937. Driller's 
log. 


Top soil and loam. . 
Sand, qoarse, yellow. . . 
Boulder.s and gravel. . 
Sand. and gravel. . . . 
Clay aLd bou:ders. . . 
Sand. , f in6, ye llow . . . . . . . . . . . 
Clay . . . . . .. ..... . . . . . 
Sand and gravel. . . . . . . . 
Clay . . . . . . . . . .. ....... . 
Sand. am grave l. . . . . . . . . . . . . . . . . . . 
Clay, bould6r8 or layer of stones - clay at 226 feet 
Rock, slate colored.. . . . . . . . . . 
Clay . . . . 
Rock, layer. . . . . . . 
Clay, stony. 
Rock, layer. 
Clay . . . . . 
Gravel, coarse . . . . . 
Clay . . . . . . . 
Gravel and sand..... . 
Clay . . . . . . . . . . . 


. . , . 


. . 


. . 


. . . 


. . . 


. . . . 


. . . . . 


. . . 


. . . 


. . 


. . . . 


. . . 



 . . . 


. . . 


(Continued on next page) 


Thickness Depth 
(feet) (feet) 
5 5 
l5 20 
l5 35 
37 72 
33 lO5 
7 112 
8 120 
37 l57 
5 162 
34 196 
;0 226 
3 229 
8 231 
3 240 
7 247 
13 260 
38 298 
l4 312 
2 314 
44 ;58 
4 362 




4. 


N 23. (Continued). 


, . . 


Thickness 
(feet) 
18 
54 
33 


Depth 
(feet) 


Sand and gravel. . . . . . . . . . . . . . . .. . . 
Clay (sample shows sand and. gravel) la r of rock 
at 434 feet.
 ,. 
No record.. ... . 
Bedrock. . . . . . . . . . . . 


. . 


380 
434 
467 


. . 


Casing: 
Screen: 


12 to 8 inch. 
8-inch set from 404 to 4}4 feet. 


Pumping test: 


Static water lev 1: 
Pumping water le el: 
Drawdown: 
Yie ld :' 
Specif:l.c Capac it :- 


9 feet. 
78 feet. 
69 feet. 
700 gallons a minute. 
1o" 


- - - - - - - 
 - - - - - 
 - - - - - - . - - - - 


N 24. Manhasset.Lakeville Water Distri t. Well 33. 
(5 D, 2.9 N., 2.3 W.). Drilled by Sprague & enwood, Inc., 1931
 Altitude 
8 feet above sea level. Record furnished by . R. Stevens. 


Thickness 
(feet) 


Depth 
(feet) 


Top soil . . . . . . . . . . . . . . . . . . . . 2 2 
Clay, soft, blue . . . . . . . . . . . . . . . . 4 6 
Sand and gravel, loose, brown (wood enc 
at l8 feet) . . . . . . . . . . . . . ,. 32 38 
Sand , coarse, and boulders . . . 7 45 
Sand, brown. " . . . . 20 65 
Sand, coarse, '. , gray . . . . . .. . . . 95 l60 
Sand, hard . . . . . " . . . l4 174 
Clay, hard, blue . . . III 42 216 
Clay, blue, and. boulders . . . . . <I " . 2 218 
Clay, hard. blue. . . . . . . . . . . . . . 29 247 
Boulders . . . . . . . . . . . . . . 1 248 
Clay, hard, blue . . . . . . " .. " . . . . 25 273 
Sand., coarse, and gravel . . , . . 29 302 
Boulders . . . . . . . . . . . " . . . . 8 310 
Sand and gravel with hard. streaks. . 23 333 
Sand., coarse, and gravel . . . . 21 354 
Sand and gravel, coarse, 100s6 . . . . . . . . 74 428 
Boulders and l.ciay . , . . . . . 22 450 
Clay, hard, blue, and. boulders . . . . 4 454 
Clay, hard, blue, with hard streaks, . . . 6 460 
Rock . . . . . . . . . . . . . . . . . . . . . 
(Continued on ne t page) 



B 24. (Continued). 


Casing: 
Screen: 


18 to 12 inches. 
12-inch set from 360 t 
398 to 428 feet. 


Pumping test: 
Feb. 1, 1931. 


Static water level: 


Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


- -... ... - - - - -... -... -- - ...... - -... -... -- 


N 25. Manhasset-Lakeville Water District. 
well field at south end of Manhasset Bay, north 
North Shore Division. (5 D. 2.9 N., 2.3 W.). 
Co. Diameter 8 inches. Depth about 147 feet. 
8-inch flange, 4.3 feet above land surface, alti 
sea level. 


25 


370 feet and from. 


12.4 feet above sea 
level (flows). 
7l feet. 
75 feet. 
,200 gallons a minute. 
16. 


Well 1. In Manhasset, in 
f Long Island Railroad; 
illed by Hoban Construction 
easuring point: top of 
ude 17.84 feet above mean 


An automatic water-stage recorder was in op ration on this well from 
April 18, 1932 to December 15, 1932. 


Lowest water level in feet above ean sea level 
(from recorder charts) 


--
... ..--.-....------- -..... .--...- 
Date Water I Date Water Date Water 
Level 1-1932 __ _Leve
 Level 
1932 1932 
Apr. 19 13.70 I July 1 10.64 Oct. 1 10.6l 
May 1 13.67 Aug. 1 12.95 Nov. 1 12.93 
June 1 10.89 I Sept.l 10.27 Dec. 1 13.09 
More detailed water level data are availabl in the Jamaica office of 
the U. S. Geological Survey. 


N 26. Vanity Fair Laundry. East Shore Rd., and 'Wooleys Lane, Great 
Neck. (5 D, 3.3 N., 2.5 W.). Drilled by C. W. uman & Co., July 1935. 
Altitude about 30 feet above sea level. ion obtained from driller. 


Entire depth, sand and gravel, except for tot hin layers of clay. 


Depth: 
Casing: 
Screen: 


74.5 feet. 
8-inch. 
30 slot Johnson Everdur set from 68 to 76 feet. 


(Continued on next page) 



'N 26. (Continued). 
Pumping test: 
Aug. 21, 1935. 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


----- ------- 


4.5 feet. 
35 feet. 
30.5 feet 
150 gallons a minute. 
5. 


26 


------- ------ 


N 27. Carlton Amusement Corporation, Plandome Rd., and Orchard st., 
Manhasset. (5 D, 3.4 N., 1.8 W.). Drilled by Sweeney & Gray Co., Inc., 
November 1936. Driller's 'log. 


Sand and clay, brown . 
Sand, white, and white clay. 
Clay, white. . . . . . . . 
Sand, gravel, and clay, white. . 
Sand, white, and white clay. 
Gravel, - whi te. ....... 


. ... . 


Casing: 
Screen: 


Thickness 
( feet) 
55 
41 
22 
30 
50 
27 


8-inches. 
8-inch set from 211 to 225 feet. 


Pumping test: 
Nov. 17, 1936. 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


Diffusion well. 


71 feet. 
86 feet. 
15 feet. 
250 gallons a minute. 
1? . 


Depth 
(feet) 
55 
96 
118 
148 
198 
225 


Drilled by Sweeney & Gray Co., Inc., November 1936. 


Depth: 
Casing: 
Screen: 


215 feet. 
8-inch. 
8-inch set from 198 to 215 feet. 


- - 
 - 
 - 
 
 - - - - - - - 


-----



--
-----
--- 


N 28. VilJ./age of Plandome. WeIll. About 100 yards southwest of 
Plandome Railroad Station. (5 D, 4.0 N., 1.5 W.). Drilled by C. W. Lauman 
& Co., October 1934. Altitude 28.3 feet above sea level. Driller's log. 


Thiclmess ])epth 
(feet) ( feet) 
2 2 
.7 2.7 


LO:8ll1 . . . . . . . . . . . . . . . . . . . . 
G
avel, red, with large stones 1 to 4 inches in 
diameter. . . . . . . . . . . . . . . . . 


(Continued on next page) 



Thickness Depth 
(feet) (feet) 
8.3 II 
20 31 
28 59 
12 71 
1 72 
12 84 
5 89 
8 97 
45 142 


N 28. (Continued). 


Sand, coarse, brown, dirty and heavy gravel 
with stones up to 3 inches in diameter. 
ClB¥, gray, wi th very fine gray sand . . . 
Clay, gray, streakB of sandy clay. . . . 
Clq, gray, sandy, and very fine sand. . . 
Stones, large, mixed with clay and sand. 
Sand, ver.y fine, grB¥, about 10 per cent clay, some 
mica, quartz, stones, and wood. 
Sand, fine, brown. . . . . . . . . . . . . 
Sand, coarse, light brown. . . . . . . . . . . 
Sand, very coarse, brown, and gravel up t 0 3/4 inch 
in diameter, with a few cobbles . 
Clay, gray, sandy. . . . . . . . . . . . . 


. . 


. . . 


. . . 


. . 


. . . 


. . . 


Casing: 
Screen: 


27 


l2-inch. 
l2-inch Johnson Everdur No. 60 slot, set from 11l.8 
to 136.8 feet. 


Static water level: 5.5 feet. 
Yield: 436 gallons a minute with 49-foot drawdown. 
346 gallons a minute with 39-foot drawdown. 
263 gallons a minute with 3l-foot drawdown. 


- - 
 
 - - - - - - - - 
 
 - 
 - - 
 - - - - - 
 - - - - - - - - - - 
 - - - - 


N 29. Village of Plandome. Well 2, 317 feet south and slightly west 
of WeIll, about 125 feet west of railroad. (5 D, 4.0 N., 1.5 W.). Drilled 
by C. W. Lauman & Co., December 1934. Altitude 29.2 feet above sea level. 
Driller's log. 


Thickness 
(feet) 


Top soil, marsh muck, and vegetation . . . . . 
Loam, gravel, and fine sand. . . . . . 
Clay, very fine, sandy, gr
 . . . . 
Sand, coarse, and gravel, a few cobbles up to 
3 inches in diameter. . . . . . . . . . 
Sand, brown, and gravel. . . . . . . . . . . . . 
Sand, medium to coarse, yellowish-brown. . . . . . 
Sand, finer than preceding, yellowish-brown. . 
Sand, very fine, gray, considerable clay and mica. . 
Sand, very fine, and gray clay. . . . . . . . . 
Sand, fine, ]1ght brown, considerable mica. . 
Sand, fine, gray, and 'clay, considerable mica. 
Sand, fine, gray, and clay, considerable mica, some 
coarse sand and gravel . . . 
Sand, coarse, white, cleM, and small gravel. 


. . 


2 
6 
61 


. . 


8 
12 
10 
9 
21 
14 
.20 
7 


. . 


. . 


5 
10 


(Continued on next page) 


Depth 
(feet) 
2 
8 
69 


77 
89 
99 
108 
l29 
l43 
163 
170 


175 
185 



28 


N 29. (Continued) 


Sand, very coarse, brown, and small gravel. . . . . 
Sand, fi ne r than above, whi t e . . . . . . . . . 
Sand, very fine, small amount of clay, considerable 
mi ca . . . . . . . . . . . . . . . . . .. . . 


Thickness Depth 
(feet) ( feet) 
17 202 
1 203 
3 206 


Casing: 


l2-inch. 


. 



-

-----

---
----


--
-
---------


 


N 30. Citizens Water. Sup-ply Co. WeIll. Wildwood Rd., and Cherry 
Lane, Kings Point. (5 D, 4.5 N., 3.9 W.). Drilled by Layne-New York Co., Inc.,. 
May 1928. Altitude about 20 feet above sea level. Driller's log. 


Sand, yellow . . . . . . . . . . 
Gl1Il!:'0 . . . . . . . . . . . . 
Clay, sandy, and boulders. . . 
Sand, gravel, and blue clay. 
Hardpan. . . . . . . . . 
Sand and gravel. . . . . 
Hardpan and tough clay . 


Thi ckne s s Depth 
(feet) (feet) 
. . . . . . . . 55 55 
12 67 
. . 48 115 
! . 14 129 
20 149 
. . . . . 55 204 
. . . . 8 212 


Casing: 
Screen: 


24 to 16 inches. 
l6-inch set from 164.3 to 203 feet. 


Pumping test: Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity 


7.5 feet. 
127.8 feet. 
120.3 feet. 
900 gallons a minute. 
7. 


- 
 - - - - - - - 
 - - - - - - - - - 
 - - 


N 31. Citizens Water Supply Co. Well 4. Wildwood Rd., and Cherry Lane, 
Kings Point. (5 D, 4.5 N., 3.9 W.). Drilled by Layne-New York Co., Inc., 
June 1931. Altitude about 20 feet above sea level. Driller's log. 


Top soil, black. . 
Clay, sandy. . . . 
Sand, gray . . . . 
Clay, blue . . . . 
Clay and boulders. 
Sand and clay. . . 
Clay and boulders. 


Thickness Depth 
(feet) ( feet) 
. . . . . . . . . 3 3 
. . 12 15 
. . . , . 14 29 
. . . . . 24 53 
. . . . . . . . . 21.8 74.8 
. . . . . . . . . 21.7 96.5 
. . . . . . . . 14.1 110.6 


(Continued on next page) 



29 


N 31. (Continued). 


Sand, dark . . . . 
Clay, red. . 
Sand, gray . . . . 
Sand and stone . 


. . . 


Thickness Depth 
(feet) ( feet) 
18 128.6 
42.2 l70.8 
66.2 237 
2 239 


. . . 


. . . 


. . . 


Screen: 


l8-inch set from 173 to 233 feet. 
l2-inch set from 183 to 211 feet. 


Pumping test: 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


o . 0 fee t . 
95 feet. 
95 feet. 
1,260 gallons a minute. 
13. 



 - - - 
 
 
 - - - - - - - - 
 
 
 - 
 
 - 
 - - - 
 - - - 
 
 - - - - - - 


N 32. Port Washington Water District. Composite log of 3 deep wells. 
(5 E, 0.2 N., 1.6 W.). Altitude abo
t 23 feet above sea level. Record 
furnished by City of New York, Department of Water Supply, Gas & Electricity. 


Clay . . . . . . . . . . 


Thiclmess Depth 
(feet) (feet) 
14 14 
6 20 
20 40 
lO 50 
40 90 
20 llO 
90 200 
4 204 
40 244 
4l 285 
104 389 


Loam and sand. . . . 


Sand, water-bearing. . . . . . . 
Clay and hardpan . . 
Sand and gravel, water-bearing . 
Clay . . . . . . . . . . . . 
Stones, boulders, and sand . 
Clay . . . . . . . . . 
Sand, water-bearing. . 
Clay and hardpan, some charcoal. . . 
G rave 1 . . . . . . . . . . 
Bedrock. . . . . . . . . . 


. . . 


WeIll. 
Well 2. 
Well 3. 


322 feet deep, yield 400 gallons a minute. 
413 feet deep, yield 500 gallons a minute. 
395 feet deep, yi,eld 500 gallons a minute. 


There are five additional shallow wells (numbers 4 to 8), with average 
depth of 92 feet, drilled 1925 to 1930. Combined yield, 800 gallons a minute. 



30 


N 33. Port Washington Water District. Deep well 5. About 30 feet 
south of Sandy Hollow Rd., and about 1/8 mile east of Harbor Rd., 
(5 E, 0.2 N., 1.6 W.). Test hole drilled by Sprague & Henwood, Inc., 
November 1935. Driller's log. 


Top soil and grits . . . . . . . . . . . 
Sand, coarse, and gravel, yellow. 
Clay, yellow. . . 
Sand, fine, blaCk. . . . 
Clay, yellow. . . . . . 
Sand, coarse, and gravel 
Sand, with particles of blue clay. 
Clay, blue, and light brown. 
Boulders in clay . . . . . . . . 
Gravel and sand. . . . . . . 
Gravel, coarse, and boulders ... . . . . . 
Sand and gravel. . . . . . . . 
Sand, loose .. ...... 
Gravel, coarse, and boulders . 
Clay . . . . . . . . . 
Rock, rotten . 
Rock, solid. . . . . . . . . . . 


. . 


Casing: 


8-inch. 


Pumping test: 
Feb. 14, 1936. 


Static water level: 
pumping water level: 
Dravvdown: 
Yield: 
Specific ca
acity: 


- 
 
 - - 
 - - 
 - - 
 - 
 - - - - - - - - 
 - - - 
, 


. . . . 


Thickness 
(feet) 
5 
l5 
2 
2 
2 
32 
43 
13l 
7 
16 
2 
10 
20 
43 
35 
3 
1 


Depth 
( feet) 
5 
20 
22 
24 
26 
58 
lOl 
232 
239 
255 
257 
267 
287 
330 
365 
368 
369 


N 34. Port Washington Water District. . (5 E, 0.4 N., 1.5 W.). 
Drilled by Redpath & Potter, March 1934. Altitude about 30 feet above sea 
level. Record furnished by owner. 


Gravel and hardpan . . . . . . . . . . . . 
Clay . . . . . . . . . . . . . . . . . . 
Gravel, gray, up to 1/2 inch in diaMeter . 
Hardpan and soft sand. . . . . . . . . . . 


. . . . 


. . . .' 


. . 


. . 


. . 


. . . 


. . . 


22 feet. 
113.5 feet. 
91.5 feet. 
850 gallons a minute. 
9. 


. . . . 


Thickness 
( feet) 
60 
7 
100 


. . 


. . . . . . 


Depth 
(feet) 
60 
67 
167 



31 


N 35. Port Washington Water District. (5 E, 0.4 N., 1,5 w.). 
Drilled by Redpath & Potter, Ma.rch 1934. Altitude about 20 feet above 
sea level. Record furnished by owner. 


Casing: 
Depth: 
Scre en: 
Static water level: 
Yield: 
Drawdown: 


16 to 12 inches. 
387 feet. 
100 feet of 12-inch. 
17 feet. 
750 gallons a minute. 
40 feet. 


.. ... - - - - 



 - - - - 
 - - - - - 
 - - - - 
 - 


N 36. V11lage of Sands Point. Well 1. l
ortheast of Old Sands Point 
Rd., and about 0.4 mile northwest of Barkers point Rd., Sands Point. 
(5 E, 1.3 N., 2.6 W.). Drilled by Sprague & Henwood, Inc., Februar.y 1937. 
Log compiled by G. H. Clark from examination of samples. 


Top soil . . . . . . . . . . . . . . . . . . . 


Sand, medium, grayish brown, somewhat clayey . 
Sand, coarse, rusty brown, and coarse gravel. 
Sand, coarse, brown, some dark grains, and some 


. . 


. . 


mica. . . . . . . . . . . . . . . . . 


. . . 


Sand, fine, clayey, grayish brown, at. . . . . . . 
Sand, fine, clayey, gray at . . . . . 
Sand, fine, clayey, at . . .. ....... 
Sand, medium, browni sh gra
Y', many dark grains, at 
Sand, fine, gray, fewer dark grains, at . . . . .. 
Sand, fine, gray, at. . . . . . . . . . . . 
Sand, very fine, gray, clayey, at. . . . . 
Sand, fine, brown, many dark grains at . . 
Sand, fine, brown, at . . . . 
Sand, coarse, and brown gravel. . . . . 
Gravel and coarse, light brown sand, pebbles of 
heterogeneous composition · 
 .A. . . . . . . . 
Gravel, and coarse, rustY-brO


ebbles of 
heterogeneous composition. . . . . . . . . 
Sand, and gravel, clayey, gray, nodules of gray clay 
Sand, coarse, and small gravel, clean, light tan . 
Sand, coarse, white, at. . 
Sand, coarse, white, at. . . . . . . . 
Sand, fine, white, clayey, at. . . , . . . . . . . 
Sand, fine, white, clayey, and gravel, at. . . . . 
Sand, medium to coarse, light, at. 
Sand, medium to coarse, light. . 
Sand, coarse, white, clean, at , . 
Gravel, coarse, light gray. . 
Gravel, coarse, light gray, and pebbles. 
Clay., light gray, at. . .. ....... 


. . 


. . 


. . 


. . 


. . . 


. . . . 


. . 


. . 


(Continued on next pB€e) 


Thickness 
(feet) 
6 
9 
40 


35 


5 


5 


10 
5 
5 


5 


5 
4 


Depth 
( feet) 
6 
l5 
'55 


90 
93 
101 
l05 
110 
115 
120 
125 
130 
135 
145 


150 


160 
l65 
170 
175 
180 
185 
190 
195 
200 
205 
210 
.214 
216 



N 36. 


( Continued) . 


Clay, light gray, at . . . . . . . . . . . . 
Sand, medium to fine gray, many dark grains, at. . 
Sand, fine, gray, clayey, many dark grains. . 
Pieces of bedrock, weathered, at . 
,Sand, dark gray (decayed bedrock), at. 
Decayed bedrock, at. . . 


. . . . 


. 


- - - 
 - - - 
 - - - 
 
 
 - 


. . . 


. . . 


Thickness 
(feet) 


. . 


15 


. 32 


Depth 
(feet) 
220 
225 
245 
265 
270 
280 


....----.. 


N 37. Village 0 f Sands Point. Well 2. Northeast of Old Sands Point 
Rd., and about 0.4 mile northwest of Barkers Point Rd., Sands Point. 
About 250 feet east of weIll. (5 E, 1.3 N., 2.6 W.). Drilled by Sprague 
& Henwood, Inc., July 1937. Driller1s log. 


Top so i 1 . . . . . . . . . . . . . . . 
Sand and hard clay . . . . . . . . . . . 
Sand, coarse, muddy, and small gravel. . 
Sand, coarse, and small gravel . . . . 
Gravel . . . . . . . . . . . . . 


, . . 


... .... 


. . . 


Sand, coarse, with small gravel. . 
Sand, coarse, light. 
Sand, fine, brown. . 
Sand, coarse, light. 
Sand, fine, light. . 
Sand, coarse, brown. 
Sand, coarse, light, with some small gravel. . 
Sand, coarse, light, and small gravel. . . 
Gravel, small. . . . .. . . . . . . . . 
Sand, wi th clay. . . . . . . . . . , . 
Sand, coarse, light, with small gravel 
 . . . . . 
Gravel, clean. . . 
Gravel, sma1l
 . . 
Sand, coarse, with small gravel. . . . . . . . . . . . 
Gravel, small. . . 
Grit, small, mud
 
Clay, dark, with gravel. 
Sand, white - water-bearing. . . . . 
Sand, coarse, light, with white clay. . . , . 
Sand, with trace of white clay. .. ... . . . . 
Sand, coarse, white, with white clay. . '. . . . 
Sand, coarse, light brown. . . . . . . . . . . . . 
Sand, coarse, whi te, wi th white clay. . . . . . , . 
Clay, sandy, yellow. . . . . . . . . 
Mica rock (decomposed bedrock) . . . . . . . . , . 


. . . 


. . . . 


. . . . 


. . . . . 


.. . . . 


. . . . 


. . . . . 


. . . . 


. . . 


. . . . 


. . . . 


. . 


Thickness 
(feet) 
6' 
5 
9 
10 
10 
5 
5 
5 
5 
5 
15 
5 
5 
10 
15 
5 
5 
5 
5 
5 
5 
13 
7 
15 
5 
5 
5 
15 
9 
1 


. . 


. . 


. . 


Depth 
(feet) 
6 
11 
20 
30 
40 
45 
50 
55 
60 
65 
80 
85 
90 
lOO 
115 
120 
125 
130 
135 
l40 
145 
158 
l65 
180 
185 
190 
195 
210 
219 
220 



33 


N 38. Harry F. Guggenheim, Sands Point. (5 E, 1.7 N., 1.4 W.). 
Drilled by C. W. Lauman & Co., JUly - Octobet 1934. Altitude, 74.5 feet 
abqve sea level. Driller's log. 


Thiclmess Depth 
(feet) ( feet) 
Loam, boulders, gravel . . . . . . . . . . . . . 11.6 11.6 
Gravel, boulders, and some sand. . . . " . . . . . . 2l.4 33 
Gravel and sand. . . . . . . . . . " . . . . . . 2l 54 
Sand, coarse . . . . . . . . . . . . . . . 31.2 85.2 
Clay, sandy , and gravel. . . . . " . 19.8 105 
Cl
, sandy , gray, and gravel. . . . . . . . . . 11 l16 
Sand and hard gray clay. . . . . . . . . . 10 126 
Clay, hard, sandy , gr(f3. . . . . . . 12 l38 
Clay, fine, gray, sandy . . . III . . . . 13.5 151.5 
Sand, fine, gray . . . . . . . . . . . . 75.6 227.1 
Clay, gra:y, sandy . . . . . . . 8.4 235.5 
Clay . . . . . . . . . . . . . . . . 17.8 253 . 3 
Clay, gray . . . . . . . . .. . . . . . 37.2 290.5 
Clay, gray, somewhat sandy - . . . . . . . . . . . . 1 291.5 
Clay, gray . . . . . . . . . . . . . 34.5 326 
Clay, gray, with about 10 per cent sand. . . . . 3 329 
Clay, sandy . . . . . . . . . . . . . . . . . . 45 374 
Sand, and gravel (boulders at 394.5 feet). . . . 21 395 
Sand, coarse . . . . . . . . . . . . . 8 403 
Sand, coarse, clean. . . . . . . . . . . . . . . 2 405 
Cl
 and gravel, mixed . . . . . . . . . . . . 1 406 
Sand, coarse, and some gravel. . . . 3 409 
Sand and gravel, mixed with clay . . . . . . . . . . 6 415 
"Bedrock. . . . . . . . . . . . . . . . . . . . 2 417 


Casing: 
Screen: 


8 inches. 
8-inch Johnson No. 100 slot, set from 382 to 396 
feet. 


Pumping test: 
Dec. 11, 1934. 


Static water level: 
Drawdown: 
Yield: 
Specific capacity: 


68 feet. 
57.8 feet. 
264 gallons a minute. 
5. 


- - - - - 
 
 
 - - 
 
 - - - - - - 
 


--.......-..-...... 


N 39. Sands Point Police Station, Se
ds Point. (5 E, 2.0 N., 3.1 W.). 
Drilled by c. W. Lauman & Co., January 1935. Altitude about 5 feet above 
sea level. Description by H. R. Bl

 from examination of samples. 


Top soil and filled ground . . . . 
Sand, gray, fine, clayey. . . . . . 


Thiclmess Depth 
(feet) ( feet) 
. . . . . . . 4 4 
. . . . . 17 21 


(Continued on next ipage) 



N 39.:, ( Continued) . 


Thi ckne s s 
(feet) 


Sand, coarse, and small gravel, chiefly white 
quartz, probably glacial, a few blue and 
rusty grains, very poorly sorted. . . . . . . . . 
Sand, fine, brown, considerable mica. . . . . . 
Cl
, fine. gray, sandy, contains some mica. . .' . . 
Clay, fine, gray, sandy, with lumps of clay. . . . . 


2 
32 
17 
11 
31 
13 
5 
6.4 


Clay . . . . . . . . . . . . . . . . 


. . . . 


Sand, very fine, considerable mica. 
Sand, fine to medium - water bearing 
Gravel and coarse sand. . . . . . .. 


. . . 


. . . 


. . 


. . . 


. . . 


Casing: 
Screen: 


4 inches. 
4-inch No. 20 slot Johnson Everdur set from 
134.4 to 138.4 feet. 
4 feet. 


Static water level: 



-----
--


---
-
- 


34 


;Depth 
(feet) 


23 
55 
72 
83 
114 
127 
132 
138.4 




--


-
--
-

---- 


N 40. Ci ty of Long Beach. Well 2. South side of Water Department Yard. 
(6 B, 0.6 N., 4.0 W.). Drilled by A. J. Connolly in 1921 to 1922. Altitude 
about 5 feet above sea level. 


This well was deepened to 1,300 feet by Layne-New York Co., Inc., du
 
ing April-May 1937. On September 27, 1937 temperature of well water was 
60.1° F., and chloride (Cl) content was 9.parts per million. 


...-.............--... 


- - 
 
 - - - 
 
 - - 
 - - - 
 


N 41. City of Long Beach. Well 3. (k
yne-New York Co., Inc., NO.1). 
East side of Water Department Yard. (6 B, 0.6 N., 4.0 W.). Drilled by 
Layne-New York Co., Inc., October 1923. Altitude about 5 feet above sea 
level. Driller's log. 


Thickness Depth 
( fee t ) (feet) 
. . . . . . . . . 40 40 
. . . . . . . . . . . . 51 91 
. . . . . . 48 139 
. . . 38 177 
. . . 97 274 
. . . . 34 308 
. . . . . 56 364 


Mud and sand . . . . . . 
Sand, coarse . 
Sand . . . . 
. Clay, soft, and sand 
Sand . . . . . . . 
Gumbo. . . . . . . . . . . 
Sand, hard packed. . . . 


. . . . . 


(Continued on next page) 



35 


N 41. 


( Cont inued) . 


Thiclmess Depth 
( fee t ) ( feet) 
Gumbo. . . . . .' . . . . . . . . . 21 385 
Sand, packed . . 67 452 
Sand . . . . . . . 5l 503 
Sand, packed . . . . . . . . . . . . . . . . 42 545 
Sand . . . . . . . . . . . . . . 83 628 
Sand, hard packed. . . . . . . . lQ4 732 
Sand, rock . . . . . . . . . . . . . . . . . 49 781 
Sand, packed . . . . . . . . . . . . . . . . . 25 806 
Rock (1) . . . . . . . . . . . . . . . . . . . . 36 842 
Bould.ers and sand. . . . . . . . . . . . . . . . 25 867 
Gumbo. . . . . . . . . . 27 894 
Boulders and sand. . . . 21 915 
Sand, mu.dd.y. . . . . . . . . . . . . . 27 942 
Sand, hard . . . . . . . . . . . . . . . . . 45 987 
Sand, muddy. . . . . '\ It . . . . ! . . . . . . 39 1,026 
Gumbo. . . . . . . .. . . . . . . . . 16 1,042 
Sand, white. . . . . . . . . . . . . . . . . . . 48 1,090 
Sand, hard packed. . . . . . . . . l5 1,105 
Sand, loose. . . . . . 28 l,133 
Gumbo. . . . . . . . . . . . . . . . . . . . 15 l,l48 
Sand . . . . . . . . . . . . . . . . . . . . . . 83 1,231 


Casing: 
Screen: 


18 to 10 inches. 
10-inch set from 1,091 t
 1,135 feet. 
6-inch set from 1,095 to 1,135 feet. 
12 feet above sea level. . 
750 gallons a minute. 


Static water level: 
Yield: 


- - - - - - - 
 - - 



 
 
 - - - 
 
 - - - - - - - - - 
 
 


N 42. City of Long Beach. Well 4. (Layne-New York Co., Inc., No.2). 
North side of Water Department Yard. (6 B, 0.6 N., 4.0 W.). Drilled by 
Layne-New York Co., Inc., March 1929. Altitude about 5 feet above sea level. 
Driller.s log. 


Thickness Depth 
(feet) ( feet) 
Old fill . . . . . . . . . . . . . . . . . . . . . 10 lO 
Sand, fine . . ". . . . . . . . . . . . . 54 64 
Sand, coarse, brown, and gravel. . . . . . . 65 129 
Sand, green, muddy . . . . . . . 5l l80 
Clay, san.:iy . . . . . . . . . . . . . . 47 227 
Clay, hard, blue . . . . . . . . . . . . . . . . . 34 261 
Sand, fine, hRrd, muddy. . . . . . . . . . . . 44 305 
Clay, hard sandy . . . . . . . . . . , 73 378 
Clay, tough, blue. . . . . . . . . . 36 414 
Sand, hard packed, st ree.ks 0 f c la.y . . . . . . . . . . 44 458 


(Continued on next page) 



N 42. 


(Continued) . 


01aJ' and boulders. . . . . . . . . . . . . . . , 
O

, hard packed, sandy .. . . . .. . . . 
Sand, hard, with some gravel . . . . . . . . . . . . 
Sand, and loose gra.vel . . . . . . . . . . . . . 
Clay, blue, and boulders . . . . 
C l
 . . . . . . . . . . . . . . . . . . 
Boulders and clay. . . . . . . . . . 
Sand, ro ck . . . . . . . . . . . . . . 
Clay . . . . . . . . . . . . . . . . . . . . 
Sand . . . . . . . . . . . . . . . . . . 
Clay, red. . . . . . . . . . . . . .. ... . . . 
",Sand . . . . . . . . . . . . . . 
G'llmho. . . . . . . .. . . . . . . . . . . 
Sand, white. . . 
 . . . . . 
C':t.8Y, red. . . . . . . . . . . . 
Sl\nd, coarse . . . . . . . . . ; . . . . . . 
! 
Clay, hard . . 
Sand, coarse . 
No record. . . . . . . . . . . . . . . . . . . . . . 
Sand, white. . , . 


. . . 


. . . 


. . 


. . . . 


. . . . 


. . 


. . . . 


Casing: 
Screen: 


Thickness 
(feet) 
22 
3.iJ. 
56" 
44 
21 
151 
38 
7 
110 
10 
71 
20 
:6 
44 
10 
31 
10 
24 
16 
23 


18 to 8 inches. 
13-inch set from 550 to 608 feet. 
8-inch set from 1,144 to 1,184 feet. 


Pumping test: 
April 4, 1929. 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 


Flowing. 
57 feet. 
57+feet. 
840 gallons a minute. 



 
 
 - - - 
 
 
 
 - - 
 
 
 - 
 


,36 


Depth 
( feet) 
480 
511 
567 
611 
632 
783 
821 
828 
938 
948 
1.019 
1,039 
1,045 
1,089 
1,099 
1,130 
1,140 
1,164 
1 ,180 
1,203 


.....--...-.......-----....-- 


N 43. City of Long Beach. Well 5. (Layne-New York Co., Inc, NO.3). 
Magnolia Blvd., and Water st., (5 B, 0.6 N., G.l W.). Drilled by 
e-New 
York Co., Inc., May 1929. Altitude about 5 feet above sea level. Driller's 
log. 



hic1mess Depth 
(feet) ( f sa t ) 
Sand and gravel. . , . . . . . 90 90 
Sand, fine . , . . . . . . . . . . . 60 150 
Clay . . . '. . . . . . . . . . . . 5 155 
Sand . . . . . . . . . . . . . . . . 80 235 
Clay, sm d.y. . . . . 40 275 
Clay '. . . . . . . . . . . . . . . . . . 35 310 
Clay, soft, sandy . . . . . . . . . 20 330 


(Continued on next page) 



37 


N .q;3. 


(Continued) . 


Thickne'Ss Depth 
(feet) ( feet) 
Sand, coarse, and gravel . . . . . . . . . 25 355 
Sand and clay, in streaks . . . . . . . . . . . 65 420. 
Sand, coarse, and gravel . . . . . . . . 43 463 
Clay, tough, in st reaks . . . . . . . .. . ,. 27 490 
Clay, so ft , and sand, in streaks . . . . . . . . 75 565 
Sand, coarse, and gra va 1 . . . . . . .. . 65 620 
Clay, tough, pink. . . . . . . . . . 47 667 
Sand, medium . . . . . . . . . . . . . 59 726 
Clay . . .. . . . . . . . .. . . . 14 740 
Sand and gravel. . . . . . . . . . 57 797 
Clay . . . . . . . . . . . . . . . . 16 813 
No record. . . . . . . . . . 13 826 
Boulders and sand. . . . . . . . . 24 850 
Clay and boulders. . 65 915 
Clay, tough. . . . . . . . . . . . . . . . . 37 952 
Sand and streaks of clay . . . . . . . . . .. 78 1,030 
Sand and gravel. . . . . . . . . .. . . . . 110 1 , 140 
Gumbo. . . , . . . . . . . 27 1,167 
No reco rd. . . . . . . . . ,. . 3 1,170 
Sand and gravel. . . . . . . . . 105 1,275 
Clay . . . . . . . . . . 10 l,285 


Casing: 
Screen: 


18 to 8 inches. 
8-inch set from 1,193 to 1,264 feet. 


Pumping test: 
May 7, 1929. 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 


Flowing. 
68 feet. 
68+ feet. 
980 gallons a minute. . 



 
 - 
 - - - - - - - - - - - 
 - 


- 
 - - - - - - - 
 - - - 
 - 


N 44. Ci ty of Long Beach.... Well 6. (Layne-New York Co., Inc, No.4). 
Laurelton Blvd., and Pine st., (5 B, 0.6 N., 0.4 W.). Drilled by Layne-New 
Co., Inc., June 1929. Altitude about 5 feet above sea leve1
 Driller's 
log. 


. .. . 


. . 


. .. . 


ThicJpless Depth 
(feet) ( feet) 
60 60 
150 210 
20 230 
170 400 
30 430 
25 455 


Sand, and gravel, brown. . . 
Clay and sand, in streaks . 
Clay, tough. . . . , . .. ........ 
Sand &
d streaks of clay. . 
Spnd D..h
 gravel . . . . . . . . , _ . . . . . 
Clay, tough, in stre
s . 


. . . . 


. . . 


. . 


. . . . . 


. .. . 


. . .. 


. , , . . 


. . 


( Cont inued on next p a.ge) 



N 44. (Continued). 


Sa
d and stre

s of soft clay. . . . . . 
SA,Ild . . . . . . . . . . . . . . 
Sand and strettks of clay . 
Se
d and gravel. . 
Clay . . . . . . . 
Sand . . . . . . . 


. " . 


. . . . 


st reaks of clay. 
Clay and sand in st reaks 
Clay &id boulders. . . . 
SRIld and strecks of cl

. 


. . . 


. . . 


C If?t:3" . . . . . . . . ., . 


Sand, gravel, a,nd streaks of clay. . .. 


Clay . . . . . . . . . . . . 


Clay and boulders. . . . . . 
SRnd and clay, in streaks. . . 
Clay, soft . 
Sand . . . . . 
Clay, tough. . 
Sand . . . . . 
Clay, and streaks of sand. . 
Clay and boulders. . 
S
d . . . . . . . 
Clay and boulders. 


. . . 


. . 


.......... 


........ 


j . . . 


. j . . . . 


. . . . 


. , 


. . 


. , . . 


. " . 


Sand . . . . . . . 


. . . 


Sand and streaks of' clay . 
Sand and gravel. . . 
Clay and boulders. 
Sand and gravel. . . 


. 
 . 


....... 


. . 


Screen: 
Pumping test: 


8
inch set from 1,189 to 
Static water level: 
Pumving water level: 
Drawdown: 
Yield: 


1,259 feet. 
Flowing. 
66 feet. 
66.... feet. 
960 gallons a minute. . 


38 


. . 


Thickness Depth 
(feet) (feet) 
48 503 
17 520 
33 553 
38 591 
7 598 
l7 615 
27 642 
45 687 
30 717 
40 757 
9 766 
26 792 
12 804 
60 864 
35 899 
17 916 
9 925 
40 965 
19 984 
29 1,013 
20 1,033 
37 1,070 
23 l,093 
15 1,108 
25 1,133 
20 1,l53 
30 1,183 
100 1,283 


-
-------

----
--


-

-
---
---
-- -- 


N 45. City of Long Beach. Well 7. (Layne-New York Co., Inc. NO.5.) 
West Park and Indiana Aves. (5 B, 0.3 N., 1.5 W.). Drilled by Layne..New York 
Co., Inc., September 1930. Alti tude about 5 feet above sea. 1evel. 
Driller's log. 


Thickness Depth 
(feet) ( feet) 
Sand . . . . . . . . 4 . . . . 
 . . . . . 47 47 
Mt",d black. . . . . . 3 50 
Sand, muddy. . . . . . 8l 131 


(Cent imed on next page) 



39 


N 45. (Continued). 


Thickness Depth 
(feet) ( feet) 
Clay, sandy. . .. . . . . . . . . . 100 23l 
Sand and gravel. . " . . . . 20 25l 
Sand and streaks of cl
 . . . . . . . . . 90 341 
Sand . . . . . . . . . . 40 38l · 
Streaks of tough cl
. . . . . . . 52 433 
Sand and gravel. " . . . . 43 476 
Clay, tough. . . . .. . . . . . 20 496 
Clay, hard, sandy . . . . . . 80 576 
Clay, tough. . . . . . . 11 587 
Sand and gravel, with streaks of clay. . . ... . a, . . 50 637 
Sand 811d gravel. . . . . . 40 677 
Clay: sandy . . . . . . . . . . . . . . . 23 700 
Clay, 'bough, red. . " . 20 720 
Sand aad gravel. . . . 40 760 
Sand and clay. . . . . . , . . .. . . . 20 780 
Clay and boul
ers. . . 
 . . . 40 820 
Sand with streaks of clay. . . . . . . . 50 870 
Clay, tough . . . . . . . . 
 . . . . . . 27 897 
Sand and clay. . . . . 20 917 
Sand, gravel, and clay . . . . . 55 972 
Clay, sandy 
 . . . . . . . . . 
 18 990 
Clay, tough . . . . . 
 18 1,008 
Clay, soft . . . . 
 . . . II . . . 9 1,017 
Sand and gravel. . . . . . . . 103 1,120 
Clay, sandy. . .. l3 1,133 


Screen: 8-inch set from 1,052 to 1,122 feet. 


Pumping test; 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 


Flowing. 
28 feet. 
28-+ feet. 
1,050 gallons a minute. 



 
 - - 
 
 - - 
 - - - - 
 - - - 


N 46. Channell Management Corp. point Lookout" Well located about 
500 feet north of Lido Blvd., and about 900 feet west of Hempstead Park. 
(6 B, 0.6 N., 0.3 W.). Drilled by Layne-New York Co., Inc
, June 1937. 
Driller's log. 


Sand, clay streaks . 
Sand . . . . . .. 


. . 


. . . 


Thickness Depth 
(feet) (feet) 
. " . . 816 816 
. . . 46 862 
. , . " " 49 911 
. . 276 1,187 


. . 


Sand a.nd cl
 
Clay . . . . . 


........ 


. . 


(Continued on next page) 



N 46. (Continued). 


S
d, gravel, and boulders. 
Clay . . . . . . . . . 


. . . 


Casing: 
Screen: 


ThiQkness 
( feet} 


74 
30 


40 


Depth 
( feet) 


1,26l 
1,291 


18 to 8 inches. 
IS-inch Layne Shutter Everdur set from 1,200 to 
1,260 feet. 


pumping test: 
July 2, 1937. 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


9 feet above land surface. 
10 feet below land surface. 
19 feet. 
830 gallons a minute. 
44. 



 
 - - 
 - - - - - 
 - - - - 
 
 
 
 - 


N 47. Colonial Beacon Oil 00., at rear of plant on Hampton Rd., 
about 30 feet from Channel, west of Long Island Railroad, south of Oceanside 
station, Oceanside. (6 B, 2.6 N., 3.6 W.). Drilled by O. W. Lauman & 00., 
May 1934. Altitude 6 feet above sea level. Description by G. H. Olark 
from examination of samples furnished by driller. 


Sand, with nodules of black clay. . . . . . . . . . 
Sand and muck. . . . . . . . . . . . . . . . . 
Sand, brown, medium to fine, contains numerous 
black gra.ins. . . . .. .......... . 
Sand, light brown, coarse, and small gravel, a 
few black grains. . . . . . . . . . . . . . . . . 
Gravel, medium to coarse, poorly sorted. .. . . 
Sand, light gray, coarse, some small gravel. . . . . 
Sand, medium, light gray, some black grains, large 


gm va 1. . . . . . . . . . . . . . . . . . 


Clay, somewhat sandy, dark gray, and gravel. . . . . 
Clay, dark gray, silty, and large gravel and 
pebbles . . . . . . . . . . . . . . 
Clay, dark gray, tough. . . . . . . . 
Sand, coarse, gray, and gravel. . . . 
Sand, coarse, light gray. . . . . . . . . . , 
Sand, coarse, brown, and gravel. . . . . . . 
Sand, coarse, brown, contains many black grains. . . 
Sand, medi um , gray . . . . . . . . . . . . . . 
Sand, medium to fine, light gray . 
Sand, fine, light gray. . . . . 
Sand, fine to coarse, 

rk gray. 
Sand, medium, dark gray. . . . . . 


. . . 


. . 


. . 


. , . 


. . . 


. . . . 


(Continued on next page) 


Thickness 
(feet) 
, 


6 
12 


6 


14 
7 
9 


4 
24 


.2 
17 
7 
7 
.11 
10 
1 
10 
20 
13 
2 


Depth 
( feet) 
6 
18 


24 


38 
45 
54 


58 
82 


-84 
10l 
l08 
115 
126 
l36 
137 
147 
l67 
180 
182 



N 47. 


( Continued) . 


. Casing: 
Screen: 


41 


4-inch. 
15 feet 0 f No. 26 slot Anaconda brass, set at 
bottom. 
80 gallons a minute - 22-inch vacuum. 


Yield: 




----------
----
-----
---
----------
 


N 48. Village of Rockville centre. WeIll. (6 B, 5.0 N., 3.8 W.). 
Drilled by Layne-
ew York Co., Inc., July 1927. Altitude 17.5 feet above 
sea level. Driller's log. 


Thi ckne s s Depth 
(feet) ( feet) 
Sand, coarse, red, and gravel. . . . . . . . . . 55.8 55.8 
Clay, sandy . . . . . . . . . . . . . 52.5 l08.3 
Clay, Sf:i.n.dy , soft blue . . . . . . 65 173.3 
Sand, h.::...rd, fine . . . . , . . . . 2l.7 195 
Clay, soft , blue . 27.8 222.8 
Sand, mu.ddy . . . . . 21.4 244.2 
Clay, t 'Jugh. . . . . . . . 9.8 254 
Sand, f:ne, white -.water-bearing. . . . . . . 30.8 284.8 
Cl
, hard . . . . . . . . . . . . . . . . . 8 292.8 
Sand, fine , white - water-bearing. . . . . . . . 38.6 331.4 
Clay . . . . . 20.9 352.3 
Boulders . . . . . . . . . . . 2 354.3 
Sand, whi t e . 29.3 383.6 
Clay, tough, blue. . . . . 27.8 4ll..4 
Sand, coarse, white. . , . . . . . . . . . . 51.9 463.3 
Clay, nm.ddy . . . . . . . . . . . . . . 2 465.3 
Sand, coarse, white, and grave 1. . . . . . . . . 52.1 5l7.4 
Clay . . . . . . . . . . . . . . . . 6 523.4 


Pumping tests; 


Static water level: 
Pumping water level: 
Draudown: 
Yield: 
Specific capacity: 


static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


-..........--...- 


- - - - - - 
 
 
 
 
 - 
 
 


N 49. Village of Rockville Centre. Well 2. 
Drilled by Layne-New York Co., Inc., August 1927. 
sea level. Driller's log
 


(Continued on next page) 


5 feet. 
79 feet. 
74 feet. 
1,095 gallons a minute. 
15. 


5 feet. 
80 feet. 
75 feet. 
1,233 gallons a minute. 
16. 


..---..---........ 


(6 B, 5.0 N., 3.8 W.). 
Altitude 16.8 feet above 



N 49,. .( Continued). 


42 


Thickness Depth 
(feet) (teet} 
0ld railroad fill.. . . ' .. .. . .. . .' . . .. .. l5 l5 
Sand, red, and gravel. . . . . . .. . .. . . . 47 62 
Clay, soft, sandy. .. . 28 90 
Sand, fine., white. ., . . . . . . 10 100 
Clay, soft, blue . 34 134 
Sand, fine, gray ., . . .' , ,. . 9 143 
Clay, 80ft, sandy.. . .. . 10 . 10 153 
Sand , fine, muddy. . . . . . .. . . 30 183 
Clay, soft, blue . . . . . . . .. 52 235 
Sand, soft, muddy. . . . . . 24 259 
Clay, tough. . . . . . . . . 5 264 
Sand, hard . . . . . .. . . lO 274 
Sand, soft, silty.. . . . .. .. .. 19 293 
Clay, tough, blue. . . . . . . 5 298 
Sand, hard, white. .. .. . .... . .. . . . 37 335 
Clay, soft, sandy in streaks .' .. 20 355 


Pumping tests: 


Static water level: 
Pumping water level: 
Drawdown: 
Yield : 
Specific capacity 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity 


- - 
 - - - - - - - - - - 
 
 


5.0 feet. 
75.5 feet. 
70.5 feet. 
834 gallons a minute. 
12. 


5.0 feet. 
83.3 feet. 
78.3 feet. 
922 gallons a minute
 
12. 



 - 
 - - - - 
 - - '
 


N 50. Village of Rockvl1le Centre. Well.'. (6 B, 5.0 N., 3.8 w.). 
Drilled by. Layne-New York Co., Inc., March 1929. Altitude l6.9 feet'above 
sea leval. Driller's log. 


Sa.n4:, coarse, and gravel. 
Clay . . . . .... . . .'. . . . .\0,. . . 
Clay, 60ft, sandy. . . ... 
Sand, fine, white, 
Sand, f 1ne, muddy. . .',:. . . .. . . .. . . 
Clay, soft .. . . . . . 
Clay, hard. . .' .. .'.. . .. ' 
Sand,- hard, fine. . ..'. . . . 
Clay, hard. .. . . . . . . .. .. ., .' 
Sand, coarse. '1'. 


. . . . 


. .. 


." . 


.' .' . . 


. ... 


. .'. . 


(Continued on next page) 


. . . 


Thickness Depth 
(feet) (feet) 
l06 106 
21 127 
47 174 
32 206 
40 246 
9 255 
l1 266 
25 291 
II 302 
38 340 


. . . 


. .. . 



43 


N 50. ( Continued) . 
Thickness Depth 
(feet) (teet) 
Clay, soft . . . . . . . . . . . . 4 344 
Sand, fine . . . . . . 19 363 
Clay, tough . . . . . . . . . . . . . . . . 6 369 
Sand, fine, and clay . . . . . . . . . . . 2l 390 
Clay, tough. . . . . . . . . . . . ,. 22 412 
Clay, soft, and. sand . . . . . . . '-. 10 422 
Clay, tough. . . . . l8 440 
Sand, coarse . . . . . . . . . . . . 22 462 
Clay . . . . . . . . . . . . . . . . . . . 5 461 
Sand. , coarse, and gravel . . . . . . 53 520 
Clay . . . . . . . . . . . .. . . . . 8 528 


Casing: 
Screen: 


l8-I0 inches. 
lO-inch set from 441.8 to 462.7 feet, and from 
473 to 513 feet. 


Pumping test: 
Aug. 5, 1929. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity
 


II feet. 
42 feet. 
31 feet. 
1,350'gallons a minute 
44. 


- - - - - - - - - - - - - - - - - - - - - 


N 5l. City of New. York, Department of Water Supply, Gas & Electricity. 
Well 1. North end. of 8mi th Pond. (6 B, 5.6 N., 3.5 W.). Drilled by owner 
in 1909. Altitude about l5 feet above sea level. Record compiled by W. O. 
Crosby. 


Sand, yellow, and fine gravel. . . . . . . . . . . . 
Gravel and sand, light yellow, no granite. . . . . . 
Clay, white to buff, plastic, some sand, no lignite. 
Clay, gray, sandy, no lignite. . . . . . . . . . . . 
Sand., medium, buff, micaceous, no lignite. . . . . . 
Sand and gravel, light gray, micaceous, no gran! te . 
Sand., medium to coarse, buff, and. fine grevel, 
trace of lignite. . . . . . . . . . . . . . . . 
Gravel, buff to white quartz, no granite . . . . . . 
Gravel, yellow to white, fine, and sand, no granite. 
Clay, dark gray, sandy, no lignite, no mica. . . . . 
Sand, gray, micaceous, some clay, considerable lig- 


ni te . . . . . . . . . . . . . . 


Sand, gray, micaceous, some clay, no lignite . 
Clay, gray, sandy, with some lignite . . . . . . 


f 
(Continued on next page) 


. 
 


Thiokness Depth 
(feet) (feet) 
2 2 
2 4 
1 5 
12 17 
7 24 
7 31 
II 42 
l5 57 
:; 60 
1 61 
9 70 
5 75 
5 80 



44 


N 5l. (Continued) 


, clay. . . . . . . . . . . . . 


.......... 


Thickne$8 Depth 
(feet) (feet) 
4 84 
2 86 
3 89 ' 
3 92 
1 93 


Clay, gray, sand and. gravel, considerable lignite. . 
$and, fine to medium, buff, micaceous, no lignite. . 
Sand., coarse, gray, and. fine gravel, and. gray sandy 


Clay, gray, sandy and micaceous, and white quartz 


g::'a:vel. . . . . . . . . . . . .'. . . . . . . 


Sand, 1r
edium to coarse, light gray, no lignite . 
Sand, fine to medium, dark gray, considerable 
ligni te . . . . . . . . . . . . . 


N 52. Village of Rockville Centre. \olell 4. Maple & Morris Aves. 
(6 B, 5.0 N., 3.0 W.). Drilled by Layne-New York Co., Inc., December 1930. 
Altitude 27.8 feet above sea level. Driller's log. 


. . . . 


Thickness Depth 
(feet) (feet) 
10 lO 
39 49 
68 ll7 
8 125 
37 162 
16 178 
II l89 
50 239 
26 265 
l4 279 
29 308 
l7 325 
37 362 
2l 38; 
22 405 
3 408 
;8 446 
4 450 
59 509 
1 510 
30 540 
lO 550 


F 111 . . . . . . . . . . . . . . . . 
Sand, coarse, brown, and gravel. 
Clay, soft . . . . 
Sand, hard . . . . 
Sand. , soft, gray 
Clay, tough. . . . 
Sand, muddy. .. ". 
Sand, fine, gray . . . . . . . 
Clay, soft . . . . . . . 
Sand, hard . . . . 
Clay, hard, sandy. . . 
Clay, tough. . 
Sand, hard. . . . 
Clay, tough. . . . 
SaIld, hard . . . . . . . . . . . . 
Clay, tough. . 
Sand, hard . . 
Clay, hard . . . . . . 
Sand, coarse, and gravel . 
Clay . . .. .. . . 
Sand, hard . . 
Clay, tough. . . 


. . . 


. . . 


. . . . .
 . 


. . 


. . . . . 


Pumping test: 


Static water level: 
Pumping water level; 
Drawdown: 
Yield: 
Specific capacity 


l7.3 feet. 
63 feet. 
45.7 feet. 
1,500 gallons a minute. 
33. 



45 


N 53. Village of Rockville Centre abandoned shallow well, in ba8e
 
ment of municipal power station, Morris Ave. & Maple Ave. 
(6 B, 5.0 N., 3.0 W.). Dimmeter 8 inches, depth below top of pipe, 46.3 
feet. Measuring point: Top of 8-inch casing, about level with concrete 
floor, about 5 feet below land surface, and 2l.2l feet above mean sea. level. 


An automatic water-stage recorder was operated on this well from Janu- 
ary 2l to August 22, 1934. Thereafter water-level measurements have been 
made each week. 


. -. ----r---.-.-------..---.-- ------ 1 -_.- --------.-.---- ---- 
Water ! Water Water 
Level Date Level Date Level 
----------J-..-------- -..-- .--. -- --------i---.- 
I 1935 I 1936 
l4. ?8 I Mar :-29 15.26 ! Oc
. 3 
l4.b5 Apr. 26 l4.85 00
t 31 
14.20 I June 7 14.16 Nr),,". 28 
15.07 I Aug. 5 l3.3l lY37 
l5 . 67 I I Sept. 4 l3.19 Jan. 2 
l5.56 Octo 1 l2.84 Jan. 30 
l5.o8 I Nov. 1 12.57 Feb. 27 
14.39 I Dec ,3 12.55 Apr. 3 
l3.81 ! Dee. 31 12.37 May 1 
14.50 ! 1936 May 29 
14.35 I Apr:-11 14.58 July 3 
14.07 i Ma.r 2 14.73 July 3l 
" May 30 14.21 Sept. 4 
14.14 July 3 13.87 Oct. 2 
14.57 I July 3l 13.45 Oct. 30 
l5.37 I Sept. 4 12.91 I Dec. 4 
.L...____._____ ____.___.___.__. 
More detailed water level data are available in the Jamaica offioe of 
the U. S. Geological Survey. 


Date 


19,4 
Jan-:-2l 
Fe"r:>.. 1 
Mar. 1 
Apr. 1 
May 1 
Ju..."'1.e 1 
July 1 
Aug 
 1 
AU3. 31 
Sept.28 
Nov. 2 
NoY
 30 
15}35 
Jari :- 4 
Feb. 1 
Mar. 1 


Water level in feet above mean sea level 


13.20 
l
.90 
12.64 


14.l8 
14.85 
l4.77 
14.69 
l4.74 
l4.43 
l4.02 
13.57 
l3.10 
12.99 
l3.08 
13.35 


- - - - - - - 
 - - 
 
 - - - - - - - - - 
 - - - - - - - 
 - 
 - - - - - 


N 54. City of New York, Department of Water Supply, Gas & Electricity_ 
Rockville Centre Pumping Station. (6 B, 5.1 N., 2.4 W.). Altitude about 
28 feet above sea level. Recori furnished by OWDer. 


Sand and. gravel, yellowish . . . 
Sand, fine, light colored. . . . . . . 
Sand and gravel. . . . . . .. . . . . 
Clay, wood, and iron pyrite. . . . . . . . . . . 
Sard, coarse . . . . . . . . .. ... . . . . . 
Clay, white, red, and blue, with sand and gravel . . 
Clay, yellow and white . . . . . . . . . . . . . 


Thickness 
(feet) 
32 
9 


Depth 
(teet) 
32 
4l 
48 
62 
64 
72 
76 


. . . . 


. . 


1 


(Continued on next page) 



46 


N 5
, (Continued). 


Thickness Depth 
(feet) (feet) 
. . . . 8 84 
. . 7 9l 
lO 10l 
. . . . 


Sand,. medium, gray. . . . . . . . . . . 
Sand, medium to coarse, light colored. . 
Sand, medium., white. ..... . . 
Clay . . . 


N 55. 
Test well. 
sea level. 


Sand, 
Sand. , 
Sand., 
Clay, 
Sand, 


N 56. 
Test well. 
sea level. 


City of New' York, Department of Water Supply, Gas & Electricity. 
Baldwin. (6 B, 4.8 N., 2.0 W.). Altitude about 11 feet above 
Record compiled by W. O. Crosby. 


yellow, and gravel . . . . . . 
dark, clayey, and lignite. . . 
gray, and shells . . . . . 
gray, sandy, micaceous 
coarse, gray, and. some clay. . 


Thickness Depth 
(feet) (feet) 
25 25 
6 31 
3 34 
30 64 
4 '68 
- - - - 


. . 


. . . 


City of New York, Department of Water Supply, Gas & Electricity. 
Baldwin. (6 B, 4.8 N., 2.0 W.). Altitude about 11 feet above 
Record compiled by W. O. Crosby. 


Thickness Depth 
(feet) (feet) 
25 25 
6 31 
3 34 
30 64 
9 73 
3 76 
1 77 
1 78 
1 79 


Sand, yellow, and gravel, traces of granite. . . 
Sand, very' fine, and lignite. . .. .. . 
Sand, fine, white, and shells. .. . . . . . . . 
Clay, gray, sandy. . . . . . . . . . . . . . . 
Sand, coarse, gray, and gravel, and lignite. . 
Sand, very fine, white, micaceous. . 
Gravel, coarse, quartz .. ....... . . 
Sand, cemented by pyrite . . . . . . 
Sand, and gravel, white. . . . . . . . 


- 
 - - - - - - - - - - - 


N 57. City of New york, Department of Water' Supply, Gas & Electricity. 
California Supply Well l. Baldwin. (6 B, 4.8 N., 2.0 W.). Altitude II feet 
above sea level. Record compiled by W. O. Crosby. 


(Continued on next page) 



N 57. (Continued). 


Sand, coarse to fine, yellow, and fine to coarse 
gravel with traces of granite . . . . . 
Sand, medium to coarse, gray, and shells . . . . . . 
Gravel, coarse, black, no granite. . . . . 
Clay, dark gray, and lignite . 
Clay, gray, sandy near base. . . . . . . 
Clay, dark brown . . . . . . . . .. .. 
Sand, medium, white, micaceous, and traces of 


ligni te . . . . . . . . . . . . . . . . . 


. . . . 


Gravel, coarse, white, and cementing pyrite. . . . . 
Sand, medium, white, micaceous, and lignite. . . . . 
Clay, gray, sandy, and lignite . . . . . . . . . 
Clay, dark gray, abundant pyrite . . .. ... . 
Sand, fine, gray, and a little clay with lignite 
and pyrite. . . .. ........ 


47 


Thickness Depth 
(feet) (feet) 
30 30 
6 36 
2 3B 
21 59 
17 76 
4 80 
5 85 
2 87 
19 ,106 
13 l19 
9 128 
22 l50 
- - ... - 


N 58. City of New York, Department of Water Supply, Gas & Electricity. 
California Supply Well 2. Baldwin. (6 B, 4.8 N., 2.0 W.). Altitude about 
11 feet above sea level. Record compiled by W. O. Crosby. 


Sand, coarse, and fine gravel, trace of granite. . . 
Gravel, coarse quartz, trace of granite. . . . . 
Sand, fine, gray, micaceous, no shells . . . . . 
Sand, medium to coarse gray, gravel and shells . 
Clay, gray, traces of lignite and mica . . . . 
Sand, coarse, fine gravel, and. gray clay . . . 
Sand., medium to coarse, and. fine gravel, lignite 
and pyri te . . . . . . . . . . . . . . . . . . 
Clay, gray, sandy, micaceous, trace of lignite . 


- - - - - - - - - - - - - - - - - 
 - - - - - - - - 


Thickness Depth 
(feet) (feet) 
4 4 
27 31 
6 37 
4 41 
33 74 
16 90 
34 l24 
3 127 
- - - - 


N 59. City of New York, Department of Water Supply, Gas & ElectriQ1ty. 
California Supply Well 3. Baldwin. (6 B, 4.8 N., 2.0 W.). Altitude about 
11 feet above sea level. Record compileq. by W. O. Crosby. 


Gravel and sand, yellow, no granite noted. 
Clay, . gray, micaceous, and some sand . . . . . 
Sand, medium and coarse, and shells. . . . . . . . . 


(Continued on next page) 


Thickness Depth 
(feet) (feet) 
22 22 
4 26 
5 31 



N 59. (Continued). 


Gravel, coarse, sand and shells. .. .. . . 
Clay, hard, dark gray, no sand . ... . 
Clay, hard, light gray, no sand. . . . . 
Clay, hard, dark gray, and. ligni te . .... 
Clay, hard, greenish-brown . . .. . 
 
Gravel, coarse, white, with pyrite and lignite . 
Sand, medium, white, micaceous, and lumps of clay. . 


48 


Thickness Depth 
(feet) (feet) 
1 32 
14 46 
6 52 
4 56 
26 82 
9 9l 
35 126 
..--- 


N 60. City of New York, Department of Water Supply, Gas & Electricity. 
California Supply Well 4. Baldwin. (6 B, 4.8 N., 2.0 W.). AltItude about 
11 feet above sea level. Record compiled by W. O. Crosby. 


Sand, coarse, and fine gravel, no granite. . . . 
Clay, dark, sandy, and some fine gravel, no shells . 
Sand, fine to medium, clayey, and shells . . . . 
Clay, dark, trace of mica and lignite.. .... 
Clay, and lignite, dark brown, no sand. . 
Clay, dark, sandy, and shells (?). . 
Gravel, coarse, quartz . . 
Sand, medium, gray . . . . . . . . - . . . 
Gravel, quartz, gray sand, and trace of clay . . 
Sand, fine, gray, streaks of plastic clay and 
lignite .... 


Thickness Depth 
(feet) (feet) 
33 33 
2 35 
5 40 
12 52 
14 66 
II 17 
1 84 
4 88 
8 96 
32 l28 

-_.. 


N 61. City of New York, Department of Water Supply, Gas & Electricity. 
California Stovepipe Well 5. Baldwin. (6 B, 4.8 N., 2.0 W.). Drilled by 
owner in 1909. Altitude about II feet above sea level. Record furnished by 
owner. 


Sand, medium, and fine gravel. . . . . 
Sand, blue, thin layers of blue clay . . 
Gravel and sand, blue. . . . . . . . . . 
Clay, black, small quantity of lignite 
Clay, black. . . . . . . . . . 
Clay, black and lignite. . . 
Sand, dark . . . . . . . . . . 
Gravel, white, fairly large. . 
Sand., whi te . . .... . . . . . . . 


. . . . 


. . . . . 


(Continued on next page) 


Thickness Depth 
(feet) (feet)- 
30 30 
10 40 
4 44 
5 49 
29 78 
8 86 
5 9l 
2 93 
14 107 



N 61. (Continued). 


Sand, light, lignite and sandstone 
Sand, light gray . . . . . . 
Clay, light gray, and. pyrite . . . . . 
Sand, light gray, mixed with clay and wood 


. . 


Casing: 


l4-inch. 


Reoord compiled by W. O. Crosby. 


Gravel, fine, and coarse sands, no granite . 
Gravel, coarse, and. sand, no granite . . . . 
Gravel, fine, and coarse sand, no granite. . . . . . 
Clay, gray, sandy and gravelly, no shells. 
Sand, medium to coarse, dark gravel, and many shells 
Clay, brownish-gray. . . . . . . . . . . . . . . . . 
Clay, gray, and lignite. . . . . . . . . . . . 
Gravel, quartz, and medium sand., no granite. 
Gravel, coarse and clean quartz, no granite. . 
Sand, medium to coarse, gray, and. fine gravel, 
pyr1 te. . . . . . . . . . . . . . . . . . . 
Clay, gray, micaceous, plastic, and nodules of 
pyt'l te . . . . . . . . . . . . . . . . . . . . 
Sand., fine to medium, dark gray, pyrite and. lignite. 


. . 


49 



1oknese 
;.:' (feet) 


Depth 
(feet) 
ll2 
l25 
134 
131 


5 
13 
9 
3 


18 l8 
lO 28 
4 32 
6 38 
5 43 
II 54 
24 18 
2 80 
7 87 
2 89 
8 97 
32 129 
- - ... - .. 


N 62. City of New York, Department of Water Supply, Gas & ElectrIcity. 
California stovepipe Well 2. Milburn Pumping Station. (6 B., 4.8 N., 0.4 w.). 
Drilled by Owner in 1909. Altitude about 15 feet above sea level. Record 
furnished by owner. 


Sand, medium and coarse, and fine gravel . . . . 
Sand, fine, dirty, gray, and soft clay. 
Gravel, coarse . . . . . . . . . . . . . . . 
Sand., fine,. dirty, gray, and soft clay. . 
Sand, coarse, gray, with pieces of fine gray 
avel. 
Clay, rusty and 
hite. . . . . . . . . . . . . . . . 
Sand, fine, white, with thin streaks of white clay . 
Sand, coarse, quartz . . . . . . . . . . . . . . 
Sand, medium, quartz, with a little coarse sand, 
pieces of clay, lignite and pyrite. . . 
Clay, gummy, gray, large pieces of lignite and 


pyri te. . . . . . . . . . . . . . . . . . . . 


(Continued on next page) 
" 


Thickness Depth 
(feet) (feet) 
3l 31 
16 41 
I 48 
9 57 
5 62 
3 65 
21 92 
4 96 
27 123 
4 127 



N 
? (Continued). 


Sand, fine, with lignite and pyrite. . . . . . . . . 
Clay, soft, sandy, gray, with lignite and pyrite . . 
Sand, fine, gr
, with lignite and pyrite. . . 
Clay, compact, gray, with lignite and pyrite . . . . 
Sand., fine, gray, with layers of clay, lignite and 
pyri te. # . . . . . . . . . . . . . . . . . . . . 


Casing: 


24-inch. 


Record compiled by W. O. Crosby. 


Sand and gravel, yello
, same granite. . . . . 
Sand, medium to coarse, yellow-gray quartz, no 


gran.i te . . . . . . . . . . . . . . . . . . . 


Cl
, dark gray, micaceous, iron crusts. . . . 
Sand, fine, dark gray, 
icaceous, clayey, traces of 
lignite and'pyrite. . . . . . . . . . . . . . 
Gravel, coarse, quartz, maximum pebbles 4 inches _ 
no gran1 te . . . . . . . . . . . . . . . 
Sand, fine, dark gray, micaceous, with lumps or 
streaks of white plastic clay . . . . . . . 
Sand, medium. to coarse, gray, with some mica . . 
Clay, plastic, buff, slightly micaceous, same 


11gni te . . . . . . . . . . . . . . . . . . . 


Sand, fine to medium, white, micaceous . . . . 
Sand, fine, gray, with streaks of plastic clay and 
pyri te nod.ules. . . . . . . . . . . . . . . . 
Sand, medium to coarse, white, micaceous, specks of 
ligIli te . . . . . . . . . . . . . . . . . . . 
Sand, medium to coarse, white, micaceous, much 
lignite and pyrite. . . . . . . . . . . . . 
Clay, hard, gray, with lignite and pyrite. . . . 
Sand, medium, gray, micaceous, with lignite and 


pyri te . . . . . . .. ...... 


....... 


Clay, gray to white, sandy, micaceous, or clayey 
sand, lignite and pyrite. . . . . . . . . . . 
Sand, medium, gray, micaceous, with much lignite 
and pyrite. The lignite shows Teredo borings 
Clay, brown to black, lignitic . . . . . . . . . . . 
Sand, medium, gray, micaceous, with lignite and 


p'yr1 te . . . . . . . . . . . . . . . . . . . . . . 
Clay, d.ark, gray, lignitic, like 158-161 feet. . . . 
Sand, fine, gray, micaceous, wi th some lignite and 


pyri te . . . . . . . . . . . . . . . . . . . . . . 


Sand, fine, dark gray, micaceous, alternating with 
black, lignitic clay. . . . . . . . . .. ... 


Thickness 
(feet) 


9 
l5 
7 
3 
39 


19 


l2 
8 
8 


1 


9 
5 
3 
13 
14 
4 


27 
4 


9 


l5 
7 
3 
1 
2 


15 
l5 


50 


Depth 
(feet) 
136 
l51 
158 
l6l 


200 


19 
31 
39 
47 
48 
57 
62 
65 
78 


92 
96 


l23 
127 
136 


l5l 
l58 
l61 
l68 
l70 
l85 


200 



51 


N 63. City of New York, Department of Water Supply, Gas & Electrioity. 
California stovepipe Well 3. Milburn Pumping Station. (6 B, 4.8 1,.0.4 W.). 
Drilled by owner in 1909. Altitude about 15 feet a.bove sea level. Record 
furnished by owner. 


Sand, medium, yellow, with a little fine gravel. . . 
Gravel, fine, yellow, rusty. . . . . . 
Sand, fine, white. . . . . . . . . . . . 
Clay, soft, yellow . . . . . . . . . . . . . . . 
Clay; soft, blue, containing roots and leaves. . . . 
Clay, compact, white, sandy, with quartz gravel. . . 
Sand, white, quartz, medium coarse . . . . . . . 
Clay, compact, stratified, dark gray. . 
Sand, white 4uartz, with pieces of white clay. 
Lignite and pyrite in large pieces . . . . . . . 


. . . . 


Thickness Depth 
(feet) (feet) 
II II 
21 32 
3 35 
1 36 
13 49 
8 51 
6 63 
1 64 
4 68 
1 69 


Casing: 


24 inches. 


- - - - - - - - - - - - 
 - - - 
 
 - - - 
 
 - - - 


N 64. City of New York, Department of Water SuPPl1, Gas & Electricity. 
California stovepipe Well 4. Milburn Pumping Station. (6 B, 4.8 N,) 0.4 W.). 
Drilled by Owner in 1909. Altitude about 15 feet above sea level. Record 
furnished by owner. 


Sand, medium, and gravel . . . . . . . . . . . . 
Clay, 60ft, grayish-brown, a little sand and 
I1gni te . . . . . . . . . . . . . . . . 
Clay, soft, dark gray. . . . . . . . . . . . . . . . 
Sand, coarse and medium, and medium gravel 


. . . 


Thickness Depth 
(feet) (feet) 
9 9 
26 35 
2 37 
2. ,39 
9 48 


Sand, medium and coarse, yellow, a little fine 
grave l. . . . . . . . . . . . . . . . . . 


. . . 


Casing: 


24 inches. 


- - - - - - - - - - - - 
 - - - - - - - - - - - - - - - 
 - - - - - - - 
 


N 65. City of New York, Department of Wator Supply, Gas & Electric.ity. 
California stovepipe Well 6. Milburn Pump1ng Station. (6 B, 4.8 N., 0.4 W.). 
Drilled in 1909. Altitude about 15 feet above sea level. Record furnished by 
owner. 


Thickness 
(feet) 


:, Depth 
(feet) 


Sand, and gravel, yellow . . 
Clay and gravel. . . . . . . 


. . . . . 


22 
23 


22 
45 


. . 


Cas ing : 


l4 inches. 



52 


N 66. Village of Freeport abandoned shallow well 2, at municipal 
ppw
r plant on Sunrise Highway, Freeport. (6 B, 5.0 N., 0.5 w.). D1emcoter 
6' inches, depth 40 feet. Measuring point: top of concrete cover about 0.6 
tQot above land surface, and 20.76 feet above mean s
 level. 


An automatic water-stage recorder was operated on this well fraa March 
19, 1932 to January 17, 1933. Thereafter water-level measurements have been 
made each week. 


Water level in feet above mean sea level. 
=t=------ 
Date Water Date Water Date Watex- 
Level Level Level 
" ...... --.-... 
1932 1933 1936 
Mar: 19 lO.55 June 30 9.22 Oct. 3 10.43 
Apr. 2 9.82 July 28 lO.ll Oct. 3l lO.26 
May 1 9.93 Sept. 1 10.56 Nov. 28 lO.ll 
June ' 1 10.82 Sept.29 lO.29 1937 
July 'l lO.94 Nov. 3 9.64 Jan. 2 10.41 
Aug. 1 9.59 Dec. 1 lo.40 Jan. 30 9.63 
Sept. 1 8.74 Dec. 29 9.60 Feb..27 8.44 
Oct. 1 9.77 1934 Apr. 3 9.1' 
Nov. 1 9.88 Jan. 2 6 9.97 May 1 8.30 
Dec. 1 lo.60 Feb. 16 8.51 May 28 8.83 
1933 Mar. 2 10.26 July :3 lO.55 
Jan:- 1 10.67 Mar. 30 9.
2 July 3l 10.44 
Feb. 3 lO.90 Apr. 27 9.78 Aug. 28 lO.22 
Mar. 3 9.92 June 1 9.35 Sept.25 9.93 
Mar. 31 10.Ol 1935 Nov. l3 8.20 
Apr. 28 9.19 Dec:-16 9.93 Dec. 4 10.23 
June 2 8.90 


More detailed water level data are available in the Jamaica office of 
the U. S. Geological Survey. 


- - - - . - - - - - - - - - - - . - - - - - 
 - - - 
 - 
 
 - 


N 67. Village of Freeport abandoned deep well, at municipal power 
plant on Sunrise Highway about 200 feet west of Long Beach Ave., Freeport. 
(6 B, 5.0 N., 0.5 W.). Diameter 12 inches, depth sounded on October l2, . 
1937, open hole to 1,052 feet below top of 12
inch casing. Measuring 
point: top of instrument shelf, 2.76 feet above top of l2-inch casinsJ 
3.2 feet above land su
face, and. 23.46 feet above mean sea level. 


An automatic water-stage recorder wae installed on this well on Maroh 
16, 1932, and is still in operation. 


(Continued on next page) 



N 67. ( Continued) . 


53 


Lowest water level, in feet above mean sea level 
(From recorder charts) 


. 


r 
L Date 
I 
I 
I 
I 
I 


Date 


Water 
Level 


1932 
Mar. l 6 
Apr. 1 
May 1 
June 1 
July 1 
Aug. 1 
Sept. 1 
Oct. 1 
Nov. 1 
Dec. 1 
1933 ' 
Jan:- 1 
Feb. 1 
Mar. 1 
Apr. 1 
May 1 
June 1 
July 1 
Aug. 1 
Sept. 1 
Oct. 1 
Nov. 1 
Dec. 1 


l8.32 
l8.28 
18.47 
18.05 
17.70 
15.78 
15.17 
15.94 
16 . '74 
17.64 


1934 
Jan. 1 
Feb. 1 
Mar. 1 
Apr. 1 
May 1 
June 1 
July 1 
Aug. 1 
Sept.l 
Oct. 1 
Nov. 1 
Dec. l' 
1935 
J an. 1 
Feb. 1 
Mar. 1 
Apr. 1 
May 1 
June 1 
July 15 
Aug. 1 
Nov. 1 
Dec. 1 


17.56 
18.27 
l8.43 
18
53 
18..20 
17.91 
17 . 12 
15.80 
15.22 
16.26 
17.32 
17.52 


Water 
Level 


18.07 
l8.10 
17.73 
18.29 
l7.97 
18.14 
17.12 
15.44 
15.18 
16.42 
17.43 
17.81 
l7.67 
17.45 
17.24 
17.S's 
17.60 
17.05 
15.99 
15.56 
16.13 
l6.70 


Date 
1936 
Jan:- 1 
May 1 
June 1 
July 1 
Aug. 1 
Sept. 1 
Oct. 1 
Nov. 1 
Dec. 1 
1937 
Jan:- 1 
Feb. 1 
Mar. 1 
Apr. 1 
May 1 
June 1 
July 1 
Aug. 1 
Sept. 1 
Oct. 1 
L Nov. 1 
Dec. 1 


Water 
Leve]
 


16.65 
16.85 
16.52 
l5.51 
14.51 
14.6; 
15.'- 
16 . O:
 
16.0C: 


16.4:- 
l6.9; 
l1 .25 
17.8e 
17.3
 
16.85 
15.4
 
l3.93 
13.75 
14.86 
15.81 
l6.62 


More detailed water level data are available in the Jamaica office of 
the U. S. Geological Survey. 


- - - - - - - - - - - - - - - - - - - - - - - - - - 
 - - - - 
 - - - - - 


N 68. Village of Freeport. Test well 5. Located east of Power House 
on Sunrise HighwaY> Fr6eport
 (6 B, 5.0 N., 0.5 W.). Drilled by L
e-New 
York Co., Inc., Sept., 1936. Al ti tude about 21 feet above sea' level. 
Driller's log. 


Sand, coarse, brown, and gravel. 
Clay, black. . . . . . . . . . . 
Sand and clay, brown . . . . . . 
Sand, coarse, gray, and gravel. 
Sand, medium, gray . . . . . . . . . 


. . 


. . . . 


(Continued on next page) 


Thickness Depth 
(feet) (feet) 
52.3 52.3 
3 55.3 
8.1 63.4 
2l.7 85.1 
63.3 l48.4 



'54 


N 68. (Continued). 


Thickness Depth 
(feet) (feet) 
Clay, blue . . . . . . . . . . . . 10 158.4 
Clay, sand, and lignite. . . . . . . . 60.5 218.9 
Clay, and streaks of sand. . . . . . . 57.3 276.2 
Clay, tough, blue. . . . 30.7 306.9 
Sand, coarse, and gravel . . . . . 46.9 353.8 
Clay, tough. . . . . . . . . 9 362.8 
Sand, med.iwn, gray, some clay. . 63.7 426.5 
Clay . . . . . . . . . . . . . . . . . . . . . . . . 5 431.5 
Sand, medium, gray, and. gravel . . . . . . . . . . . 72 503.5 
Clay, sandy. . . . . . . . . . . . . . . . . 6 509.5 
Sand and streaks of clay . . . . . . 42.9 552.4 


Casing: 10 inches. 


- 
 - 
 - - - - - - - - - - - - - - - - - - - 
 - - - - - - - - - 
 - - - - - 


N 69. Village of Freeport. Test well 6. Located west of Power House 
on Sunrise Highway, Freeport. (6 B, 5.0 N., 0.5 W.). Drilled by LB3I1e-New 
York Co., Inc., November 1936. Alti tude about 21 feet above sea level. 
Driller's log. 


Thickness Depth 
(feet) (feet) 
Fill . . . . . . . . . . . . . . . . . . . 6 6 
Sand, coarse, brown. . . . . . 46.7 52.7 
Clay, black. . . . . . . . . . 10 62.7 
Sand, coarse . . . 23.7 86.4 
Sand, medi urn, gray . . 58 l44.4 
Sand, muddy. . . . . . . . . . l2.4 156.8 
Clay . . . . . . . . . . . . . . . . 8 l64.8 
Sand, muddy, and lignite . . . . . 57.4 222.2 
Clay and streaks of sand. . . . . 39.4 261.6 
Clay, tough. . . . . . . 13 274.6 
Sand., hard packed, muddy 32.2 306.8 
Clay, tough. . . . . . . . . . . . . . . . . . . . . 14 320.8 
Sand and. gravel, packed, muddy . 51 371.8 
Clay, tough. . . . . . . . . . . . . . . 9 380.8 
Sand, hard packed, muddy . . . . . 36 4l6.8 
Clay, tough. . . . . . . . . . . 8 424.8 
Sand, medium, gray, and gravel . . . . . 70.3 495.l 
Clay . . . . . . . . . . . . . . . . . 6 501.1 
Clay, sandy. . . . . . . . . . . 4.l 505.2 


Casing: 


10 inches. 



55 


N 70, Milburn Country Club, Baldwin. (6 c, 0.3 N., l.l W.). Drilled 
by C. W, Lauman & Co., August 1934 , Description by H. B. Bl
 from exam-, 
tnation
of samples. 


Top soil . . . . . . . . . 
t 
Satd and gravel. . . . . . 
Sand, med i tun . . . . . . . 
Clay, gray, somewhat sandy 


Thickness Depth 
(feet) (feet) 
. . . . . . . . 3.5 3.5 
. . . . . . . . 3l.5 35 
, . . . . . 6.7 4l.7 
. . . . 


Screen: 


Set at 40 feet. 


- - - - 
 - - - - - - - - - 
 - - 
 - 
 - - - - - 
 


N 71. Rockville Country Club.' Rockville Centre. (6 C, 0.4 N., 2.3 w.). 
Information furnished. by H. C. Major. 
One 6-inch well, about 60 feet deep, drilled by F., W. Miller in 1925. 
In May 1928 an 8-inch well about 60 feet deep was drilled. This well was 
finished with 16 feet of soreen in water-bearing gravel, beneath which clay 
was encountered. 


- - - - - - - - - - - - - - - - - - - - - - - - 
 


N 72. Village of Rockville Centre. Test Well 5. West of Hempstead 
Ave., and north of Sylvan Ave., Rockville Centre. (6 C, 1.3 N., 2.3 W.). 
Drilled by Layne-New York Co., Inc., January 1936. Driller's log. 


. . . 


Thickness Depth 
(feet) (feet) 
4 .4 
6 10 
10 20 
21.2 4l.2 
2l.4 62.6 
19.3 8l.9 
57.8 139.7 
5.4 l45.l 
l48.3 293.4 
99.4 392.8 
l6.2 409 
l5.l 424.1 
26.6 450.7 
10.5 461.2 
13 474.2 
4 478.2 
l5.2 493.4 
II 504.4 
2l.4 525.8 


Sand, brown. . . . . . 
Sand and. gravel . . . . 
Sand, fine, loose. . . 
Sand., fine and coarse, yellow. . 
Sand, fine, and gravel and hard streaks. . 
Clay, soft, sandy, yellow. .. .. .. . . . 
Clay, soft, blue, fine gravel. . . . . . . . . . . . 
Clay, tough, blue, same gravel . . . . . .. . . 
Clay, soft, blue, sand, and some gravel. . . . 
Sand, gravel, and. streaks of clay. . . 
Sand, coarse . . . 
Clay, tough, blue. . . 
Sand., coarse, gray . 
Clay, tough. . 
Sand, gray . . . 
Clay, tough. . 
Sand., gray . 
Clay, tough. . 
Sand. , gray . 


. . 


. . 


. . . . . 


, . . . 


. . . . . 


. . .. 


. . . . 


. . . . 


. . . . . . 


(Continued on next page) 



56 


N 72. (Continued). 


Clay, tough. . . . . . . . . . 
Sand, loose, gray , with some gravel. 
Clay, tough, blue. . . . . . 


. . . . 


Thickness . Depth 
(feet) (feet) 
9 534.8 
7l.l 605.9 
lO.l 616. 
- - - - - -,...-- 


N 73. Long Island Water Corp. Teat well. Roosevelt. 
(6 C, 1.0 N., 0.8 W.). Drilled by William Moreland in 1909. Altitude about 
42 feet above sea level. Record furnished by owner. . 


Thickness Depth 
(feet) (feet) 
Sand, coarse, and. gravel . . . . . . 40 40 
Sand. , hard fine. . . . . . 6 46 
Sand., fine, loose. . . . . . . . . . . . . . . 8 54 
Sand, fine, hard . . . . . . . . . . . . . . . . . . lO 64 
Sand, fine, and blue cl
, 3 to 4 feet thick, alter- 
nating 
ith layers of sand 8 to 10 feet thick 63 l27 
Sand, fine, white, mixed with gray clay. . . . 21 148 
Sand, fine, and clay mixed with pieces of wood . 92 240 
Clay, hard, blue . . . . . . . . . . . . . 3 243 
Sand, fine grained, light colored, and clay. . 22 265 
Sand., fine, and clay . . 7l 336 
Sand, coarse, some clay. . . . . . . . 4 340 
Sand, fine, and clay . . . . . . . . . 20 360 
Sand, fine . . . . . . . . . . . 20 380 
Sand, fine, and clay . . . . . . . . . . . . 70 450 
Sand., coarse,. mixed with clay and fine sand. . 25 415 
Sand and clay, alternate l
ers, mixed with 80ft 615 
sand. . . . . . . . . . . . . . . . 140 
Sand, coarse, white, . mixed with sand and clay. . . . l2 627 
Clay, hard . . . . . . . . . . . . . . . . . . 6 633 
Sand, fine, brown, iron stained. . . . . . 8 64l 
Sand., very hard, light gray. . . . . 4 645 
Sand, coarse, white. . . . . . . . . . 7 652 
. Clay, very hard, light gray. . . . 32 68.4 
Sand, very fine, soft. . . . . . . . . 10 694 
Cl
, very hard, light gray. . . . . 4 698 
Sand, very fine, soft. 0 . . . . . . . 12 710 
Clay, very hard, light gray. . . . . . . . . . . . . 6 716 



51 


N 14. c. H. Dahl Dairy. 29 Greenwich Ave., Roosevelt. 
(6 0, l.3 N., 0.5 W.). Original well was 45 feet deep. The well was 
deepened by C. W. Lauman & Co., July 1934. Driller's log from. meaory. 


SaIld . . . . . . . . . . . . . 


........ 


Thickness Depth 
(feet) (feet) 
80 80 
l24 204 
20 224 


Sand, fine, c lay and wood.. . . 
Sand, coarse ...... t . 


......... 


.......... 


@asing: 
Screen: 
Yield: 


6 inches. 
5 feet long, set at bottom of well. 
60 gallons a minute. 


Old well yielded sUfficient water, but it became polluted. 


- - - - - - 
 
 
 - - - - - - - - - 


N 75. West Hempstead-Hempstead Gardens Water District. Well 1. 
(6 c, 1.9 N., 3.3 W.). Drilled by Layne-New York Co., Inc., June 1927. 
Altitude about 50 feet above sea level. Driller's log. 


Sand and gravel. . .. . . 
Clay, in streaks . . . . t . . . . .. ... 
Sand, brown. . . . . . . . . . . . . . 
Clay, in streaks . . . . . .. . . . . . . . . . 
Sand and gravel. .. . . . . . . 
elay, sandy. . . . . .. . . . . . . . 
Sand., coarse, and gravel . . . . . . . . . . . 
Clay, blue, and boulders . . . . 


Thickness Depth 
(feet) (feet) 
5 5 
0.5 5.5 
60.5 66 
1 67 
14 81 
14 95 
89 l84 
4 l88 


Casing: 
Screen: 


24 to 16 inches. 
l6-inch set fram l32.7 to l81 feet. 


Pumping test: 
June 28, 1927. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield f 
Specific capacity: 


24 feet. 
65 feet. 
41 feet. 
800 gallons a minute. 
20. 


. 


. - - - - - - - 
 
 - - - - - - - 


N 76. West Hempstead-Hempstead. Gardens Water District. Woll 2. 
(6 C, 1.9 Nt, 3.3 W.). Drilled by L
e-New York Co., Inc., December 1926. 
Altitude about 50 feet above sea level. Driller's log. 


(Continued on next page) 



58 


. N 76. (Continued) . 


. . . 


Thickness Depth 
(feet) (feet) 
24 24 
16 40 
25 65 
5 70 
4 74 
3 77 
3 80 
8 88 
l4 l02 
93 195 


Sand, coarse, and gravel . 
Sand, coarse . . . . . . 


....... 


San.d . . . . . . . 


. . 


. . . . 


Sand, fine, red. . 
Clay, sandy. . 
Sand, fine . . . . . . . 
Clay, sandy. 
Sand . . . . . . . . . . . . . . 
Clay, tough, blue. 
San.d and gravel, white, gr
V . . 
Clay . . . . . . . . . . . . 


. . . 


. . . 


. . . . 


. . . . 


. . 


Casing: 
Screen: 


24 to l6 inches. 
l6-inch set from 145 to 192.5 feet. 


Pumping test: 
June 28, 1927. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


25.5 feet. 
54.5 feet. 
29 feet. 
740 gallons a minute. 
26. 


- - - - - - - - - - - - - - - - - 


N 77. State Laundry Co. Newman Court, near South Franklin St., 
Hempstead. (6 C, 2.5 N., 2.2 W.). Drilled in October 1932. Altitude about 
50 feet above sea level. Driller's log. 


Thickness 
(feet) 


Depth 
(feet) 


Fill . . . . . . 
 
Sand and gravel. 
Sand and clay. . . 


........ 


7 
53 
25 


1 
60 
85 


.... .... 


Casing: 
Static water level: 


10 inches. 
7 feet. 


- - - - - - - - - - - - 


N 78. Village of Hempstead. WeIll. Clinton and Meriam Sts., 
Hempstead. (6 C, 3.4 N., 1.9 W.). Drilled by Layne-New York Co., Inc., 
Novem.ber 1926. Altitude of pump base 59.1 feet above sea level. Record 
furnished by owner. 


(Continued on next page) 



59 


N 78. 


(Continued) . 


Thickness Depth 
(feet) (teet) 
Sand., coarse, and gravel . . 30 30 
Sand, loose. . . . . . 29 59 
Clay . . . . . . . . . . . . . . . . . . . . . 2 6l 
Sand., loose. . . . . . . . . . . 23 84 
Sand, ooarse, loose, muddy . 67 l5l 
Clay, tough. . . . . . . . . . . . . . . 46 197 
Sand , coarse . . . . . . . . . . . . 42 239 
Clay, tough. . . . . . . 3 242 
Sand, loose. . 34 276 
Sand, coarse, loose. . . . . . . 37 313 
Clay, tough. . . . . . . . . . . . . 13 326 
Sand, coarse, loose. . . . . . . . 5l 377 
Clay . . . . . . . . . . . . . . . . 4 381 


Screen: 
Yie ld : 


13-inch set from 336 to 374.7 feet. 
l,040 gallons a minute. 


- - - - - - - - - - - - - - - - - - - - - - - - - - - - 
 - 


N 79. Village of Hempstead. Well 2. Yale and Clinton streets, 
Hempstead. (6 C, 3.4 N., 1.9 W.). Drilled by Layne..New York Co., Inc., 
February 1928. Altitude of pump base 6l.9 feet above sea level. 


Thickness Depth 
(feet) (feet) 
Top soil . . . . . . . . . . . . . . . . . . 2 2 
Gravel . . . . . . . . . . 18 20 
Sand , coarse, and. gravel . . . . . . . . . 43 63 
Clay, S"ft, sandy. 20 83 
Sand, muddy. . 12 95 
. . . . . . . . . " . . . . . 
Clay, soft, sandy. . . . 20 115 
Clay, tough, blue. . . . . . ,e . it . . . . . . . 3 118 
Sand, coarse, and gravel . . . . . . . . 10 l28 
Clay, very tough, blue . . . . . . . . 40 168 
Clay, 80ft, blue . . . . . 10 l78 
Sand, very fine, muddy, brown. .. . . 54 232 
Clay, soft, sandy. . . . . 12 244 
Clay, tough, blue. . . . . . . . 10 254 
Clay, soft, sandy. . . . . 11 265 
Sand , fine, gray . . . . . . . . . . 31 296 
Clay, tough., blue. . . . . . . . . . 35 331 
Sand, coarse, white - water-bearing. . . . . 90 421 
Clay, soft, white . . . . . . . . .. . 6 427 
Clay, hard, sandy. . . . . . . . . . . . . . . . . II 438 
Sand, coarse, white and red, and. gravel. . . , . 54 492 


Soreen: 
Yield: 


lO-inch set fran 338 to 418 feet. 
1,320 gallons a minute. 



-- 


60 


J 80. Village of Hempstead. Well 3. Wellesley St.. west of 
Stewart £ve., Hempstead. (60, 3.4 N., 1.9 W.). Drilled by L
e- 
New York Co., Inc., in 1929. Altitude of pump base 57.9 feet above 
sea level. Record furnished by owner. 


Thickness Depth 
(feet) (feet) 
Sa.ll.d, coarse, and gravel . . . . . . . 43 43 
Sand, coarse, yellow . 40 83 
Sand, fine, . yellow 
 . . . . . . . 45 l28 
Clay, tough, blue . . . . . . ! . . . . . 44 172 
Clay, sandy. . . . 
 . 
 21 193 
,Clay, sandy, browI:1 . . . . . . . . . . . . 44 237 
Sand, fine . 
 . . 
 44 281 
Sand, fine, gray . . . . . 22 303 
Clay, blue 
 . . . . , . . . . . . 35 338 
Sand, coarse, and gravel . . . . . . . . . 46 384 
Clay, blue . . ! . . . I . . " . 17 401 
Sand. and gravel . . . . . . 
 11 412 
Cla;r, white 
 . . . . 
 . 9 421 
Sand, coarse, and gravel . . . . . . . 61 482 
Clay . . . . . . . . 


Screen: 


l2-inch set from 429 to 480 feet. 


Pumping test: 
Feb. 10, 1929. 


static water Jevel: 
Pumping wator level: 
Drawdowrl: 
Yield.: 
Specific capnci ty: 


12 feet. 
89 feet. 
77 feet. 
1,140 ge
lons a minute. 
15. 


- ... ... - ... .... .... - 


- - - - 
 
 - - - 


N 81. Vills€e of Hempstead. Well 4. Midwood st., east of 
Clinton St., Hempstead. (6 0, 3.6N., 1.9 WI). Drilled by Sprague 
& HenwoOd, Inc., Septemoer 1934. Altitude of pump base 63.0 feet 
above sea level. Drillerts log. 


Sand and gravel. . . . . . . . 
Clay 
 . . . . . II . . . . . . . . . . . . 
Sand and gravel. . , . . . . . . . . . . . 
Lignite... . . . .. . . . 
Clay . . . . , . . . . . . . . . 
Sand and gravel 
 . . . . . . 
 . . 
Clay . . . . , . . .. . . . . . . . 
Sand and gravel . . . . . . . . . 


Thickness 
(feet) 
57.7 
3 
80.3 
11 
43.5 
39 
15 
62.5 


. . 


. . 


. . 


. . . 


I . . 


. . 


. . 


(Continued on next page) 


Depth 
(feet) 
57.7 
60.7 
l41 
152 
195.5 
234.5 
249.5 
312 



61 


N 81. 'Continued). 


Clay, dark . . . . . . . . . . . . . . . . 
Sand and gravel, thin layer of hard clay at 
base . 
Clay. sandy . . . . . . . . . . . . . . . 


Thickness 
(feet) 
27 


Depth 
( fee t ) 
339 


80 
6 


419 
425 


Screen: 


12-inc}1 set from 360 to 420 feet. 


Static water level: 


About 8 feet on Uovember 
15, 1934. 
37 feet. 
1,400 gallons a minute. 
38. 


Drawdown: 
Yield: 
Specific capacity: 


Pumping tes t: 
June 22, 1935. Static water lovel: 


Drawdown: 
Yield: 
Specific capn,ci ty: 


9.37 feet below top of 
flange. 
About 34 feet. 
l,lS5 gallons a minute. 
35. 


Du.ring this 8 hour test the water It.;vel in well 5 dropped 3.49 
feet; the water level in well 6-A dropped 6.39 feet. 


- - - 
 - 
 
 - 
 
 - - 


N 82. Village of Hempstead. 1'1011 5. Li..11.coln Blvd. cast of 
Olinton st., Hempstoad. (60, 3.6 N., 1.9 W.). Drilled by Spragu.e 
& Henwood, IilC., November 1934. Altitude of PLMp base 64.5 feet 
above sea level. Driller's log. 


Thickness Depth 
(feet) (feet) 
Top soil and gravel . . . . . . IS 18 
Clay , san.d
y' . . . . . . . . 10 28 
Sand, light . . . . . . . . . 49.5 77.5 
Gravel, coarse . . 21.4 98.9 
Clay . . . . . . . . . 6 104.9 
Sand and gre..vel, dark . . . . , . . . 30.1 135 
Clay , blue 
 
 . . . . . . 76.7 211.7 
Lignite, black 
 . . . . . . . . . . . 4 215.7 
Sa..'"ld, dark . . . . . . . 
 . . . . 30.6 246. 3 
Clay, sandy . . . . . . . . . 22.2 ' 268.5 
Sand, whi te . . . . 27.2 295.7 
Clay . . . . . . . . . . . . . . . 10 305.7 
Sand, gray . . . . . . . . 13 318.7 
Clay . . . . . . . , . . . . . . . . . 27.6 346.3 


(Continued On next page) 



10.12 feet below top of 
28-inch casing. 
Pumping water level: 36.70 f
et. 
Dr
wdown: 26.59 feet. 
1,010 gallons a minute. 
38 



 82. (Oontinued) 


Thickre s s 
(feet 



and and gravel, 
Olay . . . . . . 
Sand and gravel, 
Olay, white . . 
HGle to allow for 


brown . . . . . . . . . . . . 89.1 
. . 
 . . . 26.2 
white . . . . . . . . . . . . 77.5 
. . . . . . . . . . . . . 3 
gravel fD.ll . . . . . . . . 37.9 


static water level: 
Drawdown: 
Yield: 
Specific capacity: 


9 feet. 
28 feet. 
1,200 gallons a minute. 
43. 


Pumping test: 
Sept. 9, 1935. 


Static wnter level: 


Yield: 

)ecific capacity: 


62 


DEfp th 
(feet) 


435.4 
461.6 
539.l 
542.1 
580 


During this 7 ho

 test the w
ter lovel in well 4 dropped 3.10 feet; 
the water level in well &-A dropped 2.74 feet. 


A w
ter-stnt
o recorder wns opor
tod on this well from Fovombcr 21, 1934 
to December 10, 1934. During this period the viator level ranged from 48.03 
feet above son level on November 22, J.9
yl: to 53.66 foet abovo soc. level on 
December 3, 1934. 


- 
 
 
 
 - 
 
 - 
 
 
 
 
 - 



 - - - - - - - 
 - 
 
 
 - - 
 


N 83. Village of Hempstead. Well 6. Lincoln Blvd., and Olinton st., 
Hempstead. (60, 3.6 N., 1.9 W.). Drilled by Sprague & Henwood, Inc., 
October 1934. Altitude of p
p base 65.0 feet above sea level. Drillerts 
log. 


Thi.ckne ss 
(feet) 


St1nd Q.J."'1d gravel . . . ! . . . . . . . . . 75 
CIllY · · · . . . . . . . . . . . . . .. 8 
Srtnd and gravel .................. 60.7 
Lignite . . . . . . . . . . . . . . . . 4 
Olay. .. ........... 
 . . . 43. 7 
Sc.nd and gravel . . . . . " . . . . . . 135.2 
Olay (),nd boulders . . . . . . . . . . . . . . . . .. 13-' 
Sand, gravel nnd boulders . . . . . . . . . . . . .. 65.7 
Sand, fine . . . . . . . . . . . .. 2 


(Continued on next page) 


Depth 
(feet) 


75 
83 
l43.7 
147.7 
191,4 
326.6 
339.6 
405.3 
407.3 



63 


N 83. (Continued) 


Thickness Depth 
(feet) (feet) 
Snnd, g
nvelt Md boulders . . . . . . . 52 459.3 
SD.!ld, fine . . . . . 2 461.3 
C l 4Y . . . . . . . . 
 . . . l4 475.3 
Sand and gravel . 
 . . 7l.l 546.4 
Clay and. bo
ders . . . . . . . . . . . 3 549.4 
Sand and gravel . . . . . . . . . 35 584.4 
Clay . . . . . . . . . . . . . . . . . . . 34.3 618.7 
Boulders . . . . . . . . . . . . . 3 621.7 
Clay . . . . . . . . . . . . . . 5 626.7 
Sand and gravel . . . . . . . . . ! . 9' 635.7 
Clay and boulders . . . . . ! . . . . 47 682.7 
Sand n.nd gr D
ve1 . . . . . . . . . . . . . . . 4 686.7 
Clny 
nd bou1de
s . . . . . . . . . 
 . . . . . . 22 708.7 
HardpD!l . . . . . . 
 
 . . . . . . . 2 710.7 
Clay . 
 . . . . . . . . . . . . . . . . 53 763.7 
Sand n.nd gravel . . . 37 800.7 
Clt1Y . . . . . . . ! . . 6 806.7 
Sn.nd rund gravel 129 935.7 
Clny and boulders . . . II! . . 
 . .. l3 948.7 
Sand and gr n.vel . . . . . . . . . 54.8 lO03.5 
Bedrock . . . . . . . . . . . . . . 


Cn.sing: 
Screen: 


12 to 10 inches. 
60 feet of l2-inch set from 261.to 321 feet. 


Static water level: 
Drn.wdown: 
Yield: 


14 feet. 
38 feet. 
1,350 g
llons n minute. 


After pumping well for more thnn throe months it f[liled to clear up 
entirely. Excessive removal of fine sand and clay finnlly caused underground 
caving, shifting cnsing and 0rerki
 off screen about 7 feet below its top. 
Well lost. 


A new w'ell (6-A) was drillE;Jd. by Sprague & Henwood.' Inc., March 1935 
r.bout 50 fee't er.
s t of well 6. 


Pumping test, Well 6-A: 
Sept. 28, 1935. Static w
ter level: 


Pump ing w:-.. t er 
Drf!..wdown: 
Yield: 
Specific c
p
city: 


11.09 fect below top of 
28- inch c:-
s ing. 
level: 43.67 feot. 
32.58 feet. 
1,010 g
llons a minute. 
31 


(Continu
d on next pf\.ge) 



N 83. (Continued). 


64 


During this 6 hour test the water level in well 4 dropped 6.08 feet; 
the water level in well 5 dropped 3.10 feet. At the end of this 6 hour 
test the pumps in wells 4 and 5 were sta.rted a11d Qll three wells were 
pumped together at a combined rate of 3,035 gallons a minute for two hours, 
45 minutes. The total drawdown after the 8 hours, 45 minutes pumping was 
37.31 feet in well 4; 31.63 feet in well 5; 4O.l2 feet in well 6-.6\. 



 
 
 
 - 
 - - - 


... ... ... - - - ... - 


........-............. 


N 84. United states War Departmont. Well 9. Cronp Mills. 
(6 C, 3.5 N., 1.5 W.). Drilled by Artesian Well & 
apply Co. Altitude 73.0 
feet above sea levol. Record furnished b:'" OW:lor. 


Thickness 
(feet) 


Sand and gravel . . . . . . . . 
SE';.TI.d . . . . . . 
Clay, blue . . . . . 
Clay, mixect with sand. . . . . . . . 
Cl
y, b18,ck . . . . . . 
Sand, mixed with clay. . . 
Sand, fine, dirty white . . . . . . . . . . . . 
Clay . . . . . . . . . . 


60 
11 
34 
20 
6l 
69 
25 
12 
15 


. ..- . 


I! · · 


-. . 


. . 


Sand, dirty 


....... 


. . . 


Casing: 
Static water level: 


10 i::J.ches. 
6'-1.7 fect ?..bove sea. level. 


There are eight other 10-inch wells on this property. 


Ownerts .AI t i tude Dep t h 
Well Ho. above sea level (feet) 
b..---,. ( feet ) 
1 77.5 67.5 
2 75.7 64.8 
3 79.3 64
8 
4 78.7 63.7 
5 79.7 64.7 
)6 72.7 65.7 
7 70.3 67.3 
8 70.6 67 
---.-.. 


Depth 
(feet) 


60 
71 
105 
125 
186 
255 
280 
292 
307 



65 


N 85. Meadow Brook Country Club. (6 C, 4.5 N., 0.3 W.). Drilled by 
Artesian \ le t l & Supply Co. Altitudo about 80 feet above sea level. Infor- 
mation furnished by driller. 


T,he well is about 400 feet deep and W!lS fLlished in medium to coarse 
sand. 



 
 
 
 - 
 - - 
 - - - - 
 - - 
 - - - - - - - - - - - - - - - 


N 86. Garden City Garage. 7th st., and Franklin ..\ve. " Garden City_ 
(6 C, 4.0 N., 2.6 W.). Drilled by C. W. Lauman & Co., spring 1936. 
Driller's log, 


Sand and gravel, da.rk brown . . . 
Sand and grr!,vel, 1 iCht brown . . . 
Coa.rse sand . . . . . . . . . . 


Thickness Depth 
(feet) (feet) 
26 26 
. . . . l6 42 
. . 3 45 


. . . . 


Screen: 


5 feet of No. 50 slot Jar4
son Everdur, set 
from 40 to 45 feet. 
26.5 fet..t. 
56 0 F. 
40 gallons a minute with 5-foot drawdown on 
contirrQous o
oratio
. 


static water level: 
Temperature: 
Yield: 


Pumping tests: 


127.5 gallons a minute with 17.5-foot drawdown. 
106 gQllons a Jlin11tc with 13.85-foot drawdown. 


- - - - - - - - - - - 


N 87. Doubloda,y Dore.:.
 & CI)_, Inc. Garden City. (6 C, 3.8 N., 2.5 W.). 
Drilled by Layne-New York Co., Inc. Altitude 80 feet above sea level. 
Driller's log. 


Thickness 
(feet) 


Depth 
(feet) 


Sand, coarse, and gravel . . . . . . . . . . . 69 69 
Clay, t oU;;h, blue . . . . . . . . . . . . . . . . l7 86 
Clay, soft and tough in a1 t erIk'1. t ic.g streaks . . . 68 154 
Sand, yellow, muddy . . . . . . . . . . . . . 15 169 
Clay, soft, yellow . . . . . . . . . . . . 3 172 
Sand, fine,.yollow . . . . . . . . . . . l6 188 
Cla
r , 'sandy, 

..nd streaks of muddy saJld . . . . 126 314 
Clay, tough, blue . . . . . . . . . . . . . . 6 320 
Sand, muddy, red . . . . . . . . 18 338 
Clay, soft . . . . . . . 4 342 
Sa21d, white . . . . . . . . . 44 386 
Clay , tough, white . . . . . . . 12 398 
Clay, yellow, sand: r . . . . . . 42 440 
(Continued on next page) 



N 87. (Continued). 


SQnd, co
rse, gray, Dnd gr
vel . . 
Clo.y, tough. . . . . . . . . . 
Gravel, coarse . . . . . . . . . 
S
nd and gravel. ..... 


. . . 


. . . 


. . . . 


. . . . 


Cl
y . . . . . . . 


. . . . . 


Sn.nd nnd gra.vel . . . .. ... 
Clay, tough, blue . . . . . . . . 


. . . 


. . . 


. . . 


. . 


. . . 


Se.,nd and gravel, hard 
Sand and clay in streaks . . . . . . . . 
Clay .......... . . . 
Sand . . . . . . . . .. .. . . . . . . . 
Clay, t ough. 'b 1 ue . . . . . . .. .. . . . 
Clay and bOl.llders ... . .. . . . . . . . . . . . 
Clay. tough, blue . . . . . . . . . 
Sand rock . . . . . ... . . 
 
Snnd and. gravel, whi te . . . . . . . .. . . . . . . 
Clay . . . . . . . . . . . . . . . . . . . . . . . 


. . . 


. . 


. . 


66 


Thickness Depth 
(feet) (feet) 
44 484 
10 494 
10 504 
8 512 
6 518 
15 533 
20 p53 
16 569 
15 584 
10 594 
5 599 
49 648 
43 691 
36 727 
3 730 
67 797 
9 806 


Record by F. G. 
1ells from examination of samples in the office of 
Layne-New York Co., Inc. 


'Gravel, medium to coarse, buff, cOillvosed of 
heterogeneous material. l>:h.....ch -biotite. iii]
. 
Putnam of Layne-New York Co., Inc. states that 
theca.; pt;00ler. Cr.'..JJC out 01 the r;
:J.cl :-:nCL cl.:;.,y . . . 
Gravel, small, gray, of heterogeneous material. 
Fragments of schist and gneiss and rounded quartz 
pebbles. Undoubtedly 
lacia1 . . . . . . . . . . 
Sand, white, with a few quartz pebbles and a few 
schist pebbles. These may be out of place ... 
Gravel, small, quartz, stained by iron oxide, one 
pebble of schist, probably out of place . . . 


Depth 
represented 
by sample 
(feet) 


158-190 


252-283 


296-394 


73l-803 


N 88. Garden City Hotel. WeIll. "(6 C t 3.9 N., 3.0 W.). Drilled 
by Layne-New York Co., Inc., October 1925. Altitude about 80 feet above 
sea level. Record furnished by owner. 


(Con tinued on ne xt pD.gO) 



61 


N 88. (Continued). 


Sand, ooarse, 
Sand, coarse, 
Sand, coarse, 
Sand, coarse, 
Sand, coarse, 
Clay, white . 


and boulders . . 
and. gravel . . . . 
loose . . . . . 
loose, and gravel . . 
and. gravel . . . . . 


. . 


Thickness Depth 
(feet) (feet) 
20 20 
21 4l 
. . 43 84 
. . 43 121 
63 190 


. . 


............. 


- - - - - - 
 - - - - - - - - - - - 


N 89. GaIuen City Hotel. Well 2. (6 C, 3.9 N., 3.0 W.). Drilied 
by Layne-New York Co., Inc., December 1929. Altitude about 80 feet above 
sea level. Driller's log. 


Sand and gravel, yellow . . . . . . . . 
Sand, fine to coarse, and gravel 


Thickness 
(feet) 
60 
30 


Depth 
(feet) 
60 
90 


Screen: 8-inch set from 65 to 85 feet. 
Static water level: 33.'7 feet on December 18, 1929. 


- - - - - -. - - - - - - - - - 
 - - - - 
 - - - - - - - 


N 90. Frederick Loeser & Co. Inc. 74.3 Franklin st., Garden 01 ty . 
(6 C, 4.1 N., 2. '( W.). Drilled by Sweeney & Gra
Y' Co., Inc., in 1937. 
Driller's lOR. 


Thickness 
(feet) 


Sa,nd. and gravel . . . 


.............. 


50 


Depth 
(feet) 
50 


Casing: 
Screen: 


4 inches. 
3-'7/$ inohes perforated pipe with slotted 
brass co'vering set from 40 to 50 feet. 


There is a diffusion well on this property similar in depth and con- 
struction to the supply well. Drilled by Sweenoy & Gray Co., Inc., in 
1937. 


Static water level: 
Yield: 


22 feet. 
20 gallons a minute. 



68 


N 9l. Southwest corner of Franklin and Ilth Sts. Garden City. 
(6 C, 4.3 N., 2.8 W.). Altitude 84 feet above sea level. Record col- 
lected by W. O. Crosby. 


Sand and gravel . . . . . . 
Clay . . . . .. .... 
Sand and gravel . . 


Thickness 
(feet) 
64 
2 
l6 


Static water level: 
Yield: 


62 feet. 
2,000 gallons a minute. 


- - - - - - - - - - - - - 


Depth 
(feet) 
64 
66 
82 


- - - - - - - . - - - - -- - - - - 


N 92. Village of Garden City. Well 4. 11th St., near steam plant. 
(6c, 4.4 N., 3.0 W.). Drilled by Lc,yne-New York Co., Inc., .in 1926. 
Altitude about 75 feet above sea level. Reoord furnished by owner. 


Thickness 
(feet) 


Sand, coarse and gravel . 
Clay, toU€
 . ..... 
Sand, coa:':'so, and gravel . . . . 
Clay, tough . ... . 


32 
2 
54 


Pumping tost: 
July 8, 1926. 


Sta.tic water lexvel: 
Pumping water lovel: 
Drawdown: 
Yield: 
Specific capacity: 


28.0 feet. 
54.8 feet. 
26.8 feet. 
1,137 gallons a minute. 
42. 


Depth 
(feet) 
32 
34 
88 


There are 3 old wells on this property ranging in depth from 40 to 
90 feet. 


- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 


N 93. Village of Garden City. Well 5. Cherry Valley Rd., near 
steam. p .
e.::lt. (6 C, 4.4 N., :3.0 W.). Drilled by Lajrne-New York Co., Inc., 
July 1926. Altitude about 75 feet above sea level. Record furnished by 
owner. 


Thickness Depth 
(feet) (feet) 
5 5 
. . 13' l8 
, . . . . 3 21 
. . . l2 33 
. . . T 40 


Top soil . , . . . . 
Sand and gravel . . . . 
Clay . . . . . . e. . . . . 
Sand and gravel . . . . . .. .... 
Gravel . . . . . .. .... 


(Continued on next page) 



69 


N 93 


( Continued) . 


- . 
Thickness 
(Feet) 


Depth 
. (Feet) 


Sand and. gravel . . 
Sand and soft white 
Sand and gravel . 
Clay, white . . . . 
Pumping test: 
July 30" 1926. 


. . . . . 


. . . . 


31 
3 
'8 


71 
74 
82 


clay . 


.......... 


. . . 
. 


. . . . . 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


20.0 feet. 
48.5 feet. 
28.5 feet. 
l,lOl gallons 
39. 


a minute. 


- - - - - - - - - - - - - - - - - - - - - - - 


N 94. Village of Gurden City. Well 6. 11th St., near steam plant. 
(6 C, 4.4 N., 3.0 W.). Drilled by Layne-New York Co., Inc., March 1931. 
Alti tude about 75 feet above sea. lovel. Driller's log. 


Thickness Depth 
(feet) (feet) 
Top soil . . . . . . . . . . . 2 '2 
Sand, brown . . . . . . . . . . . . 67 69 
Sand and gravel . 23 92. 
Clay, tough, blue . . . . . . . . . . . . . . 28 l20 
Clay and gravel . . . . . . . . . . . . . . 80 200 
Sand and gravel . . . . . . . . . . . . . . 33.7 233.7 
Clay, tough . . . . . . . . 5 238.7 
Gravel and coarse sand 25.5 264.2 
Clay and gravel . . . . 
 20 284.2 
Sand and gravel . . . . . . . . 2l 305.2 
Clay, tough . . . . . . . . . , . . . . . 5 310.2 
Sand, coarse, white, and,gravel 62.7 372.9 
Clay . . . . . . . . . . . . . 2l 393.9 
Clay and gravel . . . . . . . . . . . . . . . . l6 409.9 
Clay . . . . . . . 
 . . . . . . . . . . . . 56.7 466 .6 
Gravel, coarse, and clay (water-bearing but high 
in iron) . . . . . . . . . . . . . . . . 49 515.6 
Clay, tough . . . . . . . ,. ,. . . . . . . . . . 11 526.6 


Screen: 


Set at 372 feet. 


Pumping test: 
May 1, 1931. Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Speoific capacity: 


29.5 feet. 
91.0 feet. 
6l.5 feet. 
1,500 gallons a minute 
24 



70 


N 95. Village of Garden City. Well 7. 80 feet southeast of Well 5. 
(6c, 4.# N., 3.0 W.). Drilled by Layne-New York Co., Inc., March 1936. 
Drille:t's log. 


Thickness 
(feet) 


Depth 
(teet) 


Top soil . . . . . . . . . . . 10 10 
Sand and. gravel, brown . . . . . . . . . . 7l 8l 
Clay, tough . . . . . . . l8 99 
Clay and sand . . . . . . . . . . . II l10 
Sand, fine, white, and clay . . . 22 · l32 
Sand, fine, white, and. gravel . . . . . . . . 59 191 
Clay, sandy . . . . . . . . 44 235 
Sand, fine, white, and clay . . . 19 254 
Sand., white, muddy . . . . . . . . 43 297 
Clay . . . . . . . . . . . . . . . . . 1 298 
Sand with streaks of clay . . . 25 323 
Sand and. gravel, brown . I . . . . . . 20 343 
Clay . . . . . 8' 35l 
Clay, tough . . . . . . . 29 380 
Sand. and clay . . . . 40 420 
Clay, white 20 440 
Clay, red . . . . . 17 457 
Sand and. gravel . . . . . . 4 461 
Gravel, loose, white, some sand 75 536 
Clay, tough . . . . . . . . . . . . . lO 546 


Casing: 
Screen: 


20 to 12 inches. 
l2-inch Everdur set from 473.8 to 533.8 feet. 


Pumping test: 
April 14, 1936. Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


19.5 feet. 
100 feet. 
80.5 feet. 
1,ll5 gallons a minute. 
14. 



 - - - - - - - 
 - - - - - - - - - - - 


N 96. Swift & Co. Boslyn Rd., near Front St., Mineola. 
(6 C, 5.0 N., 2.7 W.). Drilled by C. W. Lauman & Co., July 1935. 
log. 


Driller's 


Thickness 
(feet) 


Depth 
(feet) 


Fill . . . . . . . . . . . . . . . . , . . 


Sand, coarse, and light gravel . . . . 
Sand, coarse, and heavy gravel, yellow . 
No record .. . . . . . . . . . . . . . 


. . . . 


5 
14 
39.5 
6 


5 
19 
58.5 
64.5 


(Continued on next page) 



7l 


N 96. 


( Continued) . 


Casing: 
Screen: 


8 inches. 
8-inch set from 47.5 to 58.5 feet. 


Pumping test: 
Aug. 3, 1935. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


36 feet. 
39.5 feet. 
3.5 feet. 
60 gallons a minute. 
l'7. 


- 
 - - - - - 
 - - - - - - 


N 97. Village of Mineola. Well 1. (6 C, 5.4 N., 2.7 W.). Drilled 
by Layne-New York Co., Inc., February 1927. Altitude of base of pump 11l.99 
feet above sea level. Driller's log. 


Thickness 
(feet) 


Depth 
(feet) 


Sand. and. grave l, red . . 29 29 
Clay, blue, sandy . . . . l8 47 
Sand, red . . . . . . . . . . . . . . . . II 58 
Clay and boulders . . . . . . . . . . 8 66 
Sand., c.:>arse, and gravel . . . . . . . 
 37 l03 
Clay, Doft, blue and. white . 41 l44 
Clay, tough .' blue . . . . . . . . . 29 173 
Clay, tOilgl.:. : blue, and sandy cla
" in streaks . 63 236 
Sand, soft 
 IrJ.uddy, and streaks of soft white clay. 46 282 
Sand , coarse, brown, and 
avel . . . . . . . . 85 367 
Clay . . . . . . . . . . . . 1 368 
Sand, coarse, brown, and gravel 7 375 
Clay, blue . . . . . . . . . . . . 2 377 


Screen: 


13-inch set from 309.9 to 369 feet. 


Pumping test: 
Feb. 4, 1927. 


Static water level: 
Pumping water level: 
Drawdown: 
Y ie Id : 
Specific capacity: 


50.0 feet. 
7l.0 feet. 
2l.0 feet. 
765 gallons a minute. . 
36. 


- - 
 - - - - - - - - - - - - 
 - - - - - - - 


N 98. Village of Mineola. Well 2. (6C, 5.4 N., 2.7 W.). . Drilled 
by Layne-New York Co., Inc., January 1927. Altitude of base of pump lll.71 
feet above sea level. Driller's log. 


(Continued on next page.) 



N 98. (Continued). 


72 


Thickness 
(feet) 


Depth 
(feet) 


Sand and. grave l, red . . . . . . . . 29 29 
Ola.y, blue . . . . . . . . l8 47 
Sand, red . . . . . II 58 
Clay . . . . . . . . . . . 8 66 
sana., coarse, red, and gravel . . . . 37 103 
Clay, blue . . . . . . . . . . . 41 144 
Clay, touBh, white . . . . . . 29 173 
Clay, soft blue, with toush streaks 63 236 
Sand, fine, :::luddy, and. clay . . . . . . . 46 282 
Sand, coarse, gray, and gravel . . . . . . 85 367 


Screen: 


l3-inch set from 308 to 366 feet. 


Pumping test: 
Jan. 5, 1927. 


Static water level: 
Pumpin3 water level: 
Drawdown: 
Yie ld : 
Specific capacity: 


45.4 feet. 
75.2 feet. 
29.8 feet. 
816 gallons a min. 
27. 


- - - - - - - - - - - - - - - - - - - - - - - - 


N 99. Wilson & Co. 2nd St., between Main st. and Willis Ave., Mineola. 
(6 C, 5.0 N., 2.8 W.). Drilled by Artesian Well & Equipment. Co., December 
1934. Driller's log. 


Thickness Depth 
(feet) (feet) 


Sand and gravol, yellow . 


............ 


85.5 


85.5 


CasinG: 8 inches. 
Depth to wator: 40 feet. 


N lOa. Reid Ice Cream Co. 2nd St., between Willis Ave. & Roslyn Rd., 
near LonG Island 'Railroad, Mine;Jla. (6 C, 5.1 N., 2.7 W.). Drilled by 
Artesian Well & Equipment Co., February 1929. Driller's log. 


Thickness Depth 
(feet) (feet) 


Top soil, sand and l
avel . . 
Clay . . . . . . . . . .. ..... 
Sand and gravel, soft . . . . 
Sand, coarse . . . . . . . 


. . . . 


3 
2 
30 
14 


3 
5 
35 
49 


. . . . 


. . . . . 


(Continued on next page) 



73. 


N lOa (Continued). 


. . 


Thickness ;D
pth 
(feet) (feet) 
1 50 
5 55 
3 58 
12 70 
13 83 
1 84 
3 87 
3 90 
5 95 


Gravel . . . . . . . . . . . . . . . . 
Sand., coarse . . . . ... . . . . . . 
Gravel . . . . . . . .. . . . 
Sond, coarse . . . . . . . . 
Sand, coarse, and gravel, mixed 
Sand_ and clay, black . . . . 
Sand, coarse . . . . . . 
Gravel and clay, mixed . . 
Cl
, rusty . . . . . . 
Clay, tough . . . . 


. . . 


. . . 


. . 


. . . 


Casing: 
Screen: 


10-inch. 
Set with bottom at 83 feet. 


N 10l. Westbury Water District. Electric well 3. (Layne-New York 
o., 
Inc. well l). (60, 0.5 N., 0.5 W.). Drilled by Layne-New York Co., Inc., 
September 1930. Altitude about ll5 feet abovo sea level. Record furnished 
by owner. 


Thickness Depth 
(feet) (feet) 
Sand , coarse, and Gravel . . . 63 63 
Sand, fine . . . . . . . . . . . . 22 85 
Sand., fine, muddy . . . 53 138 
Sand . . . . . . . . . . . . . lO 148 
Cla.y, tough . . . . . . . 9 l57 
Sand, muddy . . . . . . lO 167 
Clay, toush . . . . . . . . . 10 177 
Sand, hard packed . . . 54 231 
Sand, coarse . . . . 27 258 
Clay, sandy . . . . . . . . . . 8 266 
Clay, touch . . . . . . . . 4 270 
Clay, sandy . . 4 274 
Clay, touGh . . . . 5 279 
Sand, hard packed . . . . 35 314 
Sand, coarse . . . . . . . . . 36 350 
Clay and boulders . . . . . . . . 6 356 
Clay; soft . . . . 12 368 
Sand., hard packed . . . . 3l 399 


Screen: 


12-inch set from 282.3 to 345.4 feet. 
6-1nch set fram 275.8 to 346.8 feet. 


(Continued on next page) 



N 101. (Continued). 


Pumpina test: 
Oct. 6, 1930. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield. : 
Specific capacity: 


4l feet. 
82 feet. 
41 feet. 
1,050 
allons a minute. 
26. 


74 


Other wells at this location are reported to r

e in depth from 245 
to 500 feet. 


- - - - - - - - - - - - - - - - - - - - - - - - - - - 
 - - - - - - 
 


N l02. Wheatley Hills Golf Club. Wheatley Hills. 200 feet north and 
a little west of Club House. (60, 0.7 N., 2.4 W.). Drilled by C. W. 
Latunan & Co., November 1935. liJ. ti tude about 120 feet above sea level. 
Drillor's luB. 


Thickness 
(feet) 


Sand, coarse, yell.)wlsh-whi te, anrl gravel . 74 
Sanc"':. , fine · . . . . . . . . . . . . . .. ,.. 3 
Sand, coarse, bright yollow, with a little g
ravel 17 
Clay, pinkish-brown and yollow, laminated . 3 


Casillt3: 
Screen: 


Depth 
(feet) 
74 
77 
94 
97 


12 inches. 
lO-inch J
)hns()n EYordtu
 No. 50 slot, set .from 
71.6 to 91.9 feat. 


Static water level: 
Pumpi
G wator level: 
Drawd')wn: 
Y1CJ.2: 
Specific capacity: 


34 foot. 
51 feet. 
1'1 feet. 
425 gallons 
25. 


a minute. 


- - - 
 - - - - - - - 


N 103. Village of Williston Park. Well l. (6 D, l.O N., 3.0 W.). 
Drilled hy Layne-New York Co., Inc., May 1929. Altitude l30.5 feet above 
sea leve:. Driller's log. 


Sand and boulders . 
Clay, sandy . . . . . . . . 
Sand . . . . 
Clay . . . 
Sand, fine, packed 


Thickness 
(feet) 
67 
26 
21 
42 
43 


. . . 


. . . . . 


. . . . . 


. . . . 


(Continued on next page) 


Depth 
(feet) 
67 
93 
114 
l56 
199 



. 


N l03. (Continued). 


Sand, fine, and gravel, packod . 
Sand, coarse, and srave.l 
Sand and clay . . . . . . . . . 


. . . 


ScrDen: 


Set at bottom 


Pumping test: 
March 25, 1930. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


- - - - - - - - - - - - - - - 


75 


Thickness Depth 
tfeet) (feet) 
l; 212 
27 239 
lO 249 


54 feet. 
85 feet. 
31 feet. 
895 gallons a minute. 
29. 


N l04. Village of Williston Park. Well 2. (6 D, l.O N., ;.0 W.). 
Drilled by Layne-Now York Co., Inc., July 1929. Altitude about 120 feet 
above sea level. Driller's log. 


Sand and boulders . . . . . . . 
Sand, coarse, o.nd gravel 
Clay . . . . . . . . . . . . 


Sand, medium-coarse . . 
Clay, sandy . . . . . . . . 
Sand, medium-coarse . . . . . . . 
Sand, coarse, and [p.
ave1 


. . . . 


. . . . 


. . 


Clay . . . . . . . . . . 


Sand, coarse, and gravel . . . . . . . . . . 
Clay . . . . . . . . . . . . . .. .... 
Sand and gravel . . . . . . . . . . . . . 
Clay . . . . . . . . . . . . . . . . . . 


Screen: 


Set at 376.8 feet. 


. . . 


Thickness Depth 
(feet) (feet) 
45 45 
67 ll2 
22 l34 
39 l73 
1 l74 
8 182 
96 278 
10 288 
89 ;77 
9 386 
9 395 
II 406 


. . 


. . 


. . 


. . . . 


. . 


- - 
 - - - 
 - - - - - - - - - - - - - 
 - - 
 
 - - - - - - - 


N 105. Village of Old. Westbury. W'el12. Guinea Woods Rd. 0.2 mile 
south of Power House Rd., Old Westbury. (6 D, 2.l N., 2.2 W.). Drilled by 
Layne-New York Co., Inc., February 1935. Altitud.e 154 feet above sea level. 
Log compiled by H. R. Blank from driller's log, observations at well, and. 
examination of samples. 


(Corrtinued on next page) 



N 105. ( Cont inued) . 


Sand and gravel, yellowish-brown, sand mostly 
ooar
e, same very rusty . . . . . . . . 
Sa;nd., Inf:td i um. and fine, brown . . . . . . . 
Sand, oparse, and gravel . . . . . . . . . . 
Sand, DJedium, brown . . . . . 
Sand, poarse, and gravel . . . . . . 
Sand, inedium, yellow . . . . . . 
Sand.,
oar8e, and gravel . . . . . . . 
Sand, fine . . . . . . . . . . . . . . . . 
Sa.nd,\ mediutn, brown . . . . . . . . . 
Sa.n.d. , .
r ine . . . . . . . . . .. . . .. . . . . 
Sand, 
edium, brown . . . . .... . 
Sand, medium, brown, somewhat coarser and. more 
iron
stained than above . . . . . . . . . . . . 
Clay, soft, very dark gray to black . . . . . . . 
Sand, medium, yellowish-brown . . . . 
Clay, soft, or fine sand . . . . . . . . . . 
Sand, fine to medium, yellowish-gray . . . . . . . 
Sand., medium, yellow1sh-srar, becoming grayer with 
depth, and containlnc a few very thin layers of 
dark gray, vh! te, and. yellow clay near base . . 
Clay, Boft, yellow and white . . . . . . . . . . . 
Sand, fine to medium, gray . . . . . . . . . . . . 
Cl
, white and yellowish-brown, undorlain by bluo- 
grD:y clay, perhaps several thin layers, with 
possibly fine sa.nd botween, t01J.(!JJ,Hr near the top, 
softer near base . . . . . . . . .. ..... 
Sand., medium to coarse, pale red, man;r bright rod 

ains . . . . . . . . . . . . . . . . . . . 


. . . . 


. . 


. . 


Sand, medium, brownish-gray . . . . . . . . . . . 
Sand, very thin alternating liJht brown and white 
clayey layers . . . . . . . . . . . . . . . 
Sand, fine, clayey, black . . . . . . . . . . . . 
Sand and clay in alternating layers . . . 
Clay, soft . . . . . . . . . . . . . . . . 
Clay, toUrft, white to pale pink . . . . . . . 
Sand., reddish-gray , with somo gravel, oontalns 
bright red grains, possible thin cl
 streaks at 
about 363 and 375 feet . . . . . . . . . . . . . 
Sand, coarse, brownish-white, with same gravel, with 
a few thin streaks of clay at a.bout 418 feet . . 
Sand, coarse, white, and gravel, with a few thin 
streaks of ola.y, contains decayed fibrous quartz, 
possible thin streaks of clay at. about 435 feet, 
453 to 455 feet, and 490 feet . . . . . . . . . 
Ironstone, hard, dark red-brown . . . . . . . . . 


(Continued on next pa.ge) 


16 


Thickness 
(feet) 


Depth 
(feet) 


39 39 
4 43 
lO 53 
1l 64 
l3 71 
8.2 85.2 
6.8 92 
3 95 
11.5 106.5 
4.5 1ll 
l6.1 127.1 
l5.9 143.6 
5 148.6 
16.5 l65.l 
10 l15.l 
28.9 204 
53.6 251.6 
, 262.6 
l6.8 279.4 


13 292.4 
26.8 319.2 
1.3 320.5 
.6 321.1 
.1 321.2 
8.8 i". 330 
lo.6 340.6 
5 345.6 
56.2 40l.8 
21.7 423.5 


82.6 
.5 


506.1 
506.6 



77 


N 105 


(Continued) . 


Casing: 
Screen: 


l2 to 8 inches. 
8-inch Johns!)n Everdur f3et from 412 to 452 feet. 


static water level: 
Yield: 


84 feet. 
800 3allons a minute. 


Pumping test: 
Aug" 22, 1935" 


Static water lovel: 
PumpinG water level: 
Drawo.uWIl : 
Yield. : 
Specific capacity: 


Bl feet. 
118 feet. 
37 feet. 
530 gallons a minute. 
14. 


N lo6. Charles Steele. Hi tchcack Lane, Old 
Testbury. 
(6 D, 2.0 N., 0.0 W.). 


Depth: 
Depth to water: 
Pumped by windmill. 


320 feet. 
l40 feet on August 27, 1932. 


- - 
 - - - - - - - - - - - - - - 


N l07. Village of Old Westbury. Well 3" EaBt sid.e of Post Ed., about 
1/4 mile south' of Wheatley Rd. (6 D, 2.8 1'1., o. 3 
,.). Drilled by Layne-New 
York Co., Inc., April 1935. Altitude about 211 feot above sea. level. 
Driller's log. 


Thickness Depth 
(feet) (feet) '\ 
Surface soil and packed sand 5 5 \ 
. . . . . 
Sand, coarse, red, and. gray. 54 59 -... 
. . . . 
Cla.y, brown. . . . . . . . . . . . 25.6 84.6 
Clay, brown, sandy . . . . . . .. 20.9 105.5 
Clay, sandy, with streak of sand . . 21 126.5 
Sand, medium, gray, with streak of clay. . 21.6 l48.l 
Sand., medium, red and. r;ray . . . . . . 31.2 179.3 
Clay , tough, blue. ll.l 190.4 
'sand , medium, gray . . . . . . . . . 37.5 227.9 
Clay, sandy. . . . . . . 5.1 233 
Sand, medium, gray . . 21.1 254.l 
Sand, medium, gray, probably with streaks of c.lay 2l 275.1 
Clay, blue 12 287.l 
Sand, gray . . . . . . 4 291.1 
Clay . . . . . . . . . . . . . 5 296.l 
Sand., medium-coarse. 31.7 327.8 
Clay . . . . . . . .. . . . . . . . . . 3 330.8 
Sand., medium-coa.rse. . .. . . 29.6 360.4 
(Continued on next page) 



N 107. (Continued). 


18 


Thiokness Depth 
(feet) (feet) 
Clay and streaks of sand . . . . . . 6 '366.4 
Clay . . . . . . . . . . . . . . . . . 6 372.4 
Cl
 and streaks of sand . . . 13.B 386.2 
Clay, tough. . . . . . . . . . . . . . . 3 389.2 
Sand and clay in streaks . . . . 22.4 4ll.6 
Sand, ooarse, and gravel 13 424.6 
Clay, hard . . . . . . . . . . . 5 429.6 
Sand, medium. . . . . . . . . . . . . . 12.2 44l.8 
Sand, ooarse, gray, and some gravel. . . 60.7 502.5 


Encountered by under reaming: 


Sand and gravel, at. . . . . . 
Cl
, soft, white, sandy, at . . . 
Clay, tough, pink, at. . . . . . . . 


. . . . . . 


500 
515 
517 


.. . . 


Casing: 
Soreen: 


16 inches. 
8-inch set from 455 to 4.95 feet. 


Pumping tests: 
Apr. ll, 1935. 


DrawdoWIl: 
Yie Id : 
Speoific.capacity: 


Aug. IB, 1935. 


Static water level: 
Pumping water level: 
DrawdoWIl: 
Yie Id : 
Specific capacity: 


- - - 
 - - 
 - - - - - - - - - 
 - - 
 - 


37 feet. 
:)00 gallons a minute. 
14. 


132,,4 feet. 
165.5 feet. 
31Ll feet.. 

ilO gallonS a minute. 
15. 


N loB. Hugh Murray (6 D, 3.8 N., 0 .4 W.). Drilled by P. H. & J. 
Conlan, Spring 1921. Altitude about 230 feet above sea level. Record 
furnished by Suburban Engineering Co. 


Clay, black, sand, and stones. . . 
Sand. , fine . . . . . . . . . . ...' . 
Clay, soft, blue . . 
Sand and clay. . . . 
Clay and sand, soft. . . . . . . 


Clay . . . . . . . . . 


. . . . 


. . . 


Sand, coarse, and stones . . 
Sand, coarse . . . . . . 
Sand., fine . . . . . . . 


....... 


(Continued on next page) 


. . 


Thickness Depth 
(feet) (feet) 
30 :50 
30 60 
60 120 
70 190 
6 196 
9 205 
5 210 
9 219 
7.3 226.3 



79 


N loB. (Continued). 


Screen: 
Static water level: 
Yield: 


2l feet of 4-inch Cook No. 10 gage. 
165.75 feet. 
60 gallons a minute - not maximum. capacl ty . 


- - - - - - - - - - - - - - - - - - - - - - - 
 - - - - - - - - - 


N l09. Jericho Water District. Well l. (6 D, 5.5 N., 2.9 w.). 
Drilled 
y Layne-New York Co., Inc., June 1924. Altitude about 45 feet 
above sea level. Driller's log. 


. . 


. . 


Thiokness Depth 
(feet) (feet) 
64 64 
144 208 
1l2. 320 
l5 335 
17 352 
4l 393 
29 422 
29 451 
7 458 
73 53l 


Gravel, yellow . . 
Sand, and gravel, brown 
Gravel, coarse . 
Hardpan . . . . 
Clay, blue . . 
Hardpan . . . 
Clay, red 
Gravel . . 
Hardpan 
Gravel . . . . . . 


. . . 


. . . . 


. . . . . . 


. . 


. . . . . 


. . . . 


Record fram samples in the office of Layne-New York Co., Inc. 


Depth 
represented 
by sample 
(feet) 


Sand., coarse grained, brown, of heterogeneous 
compos i tion . . . . . . . . . " . . . . . . 
Fragments of well rounded quartz pebbles which 
were probably up to 1 inch in diameter. Some 
grains of granite or gneiss . . . . . . . . 
Sand, modium grained, white, quartz .. . . 


55-ll6 


l3B-158 
365-435 


Screen: 


ll-inch set from 431.9 to 442.4 feet, and from 
463.5 to 524.1 feet, 


Pumping test: 
June 27, 1924. Static water level: 
Pumping water level: 
Drawdown: 
Yield. : 
Specific capacity: 


26 feet. 
72 feet. 
46 feet. 
944 gallons a minute. 
20. 



80 


N 110. Jericho Water District. W
ll 2. (6 D, 5.5 N., 2.9 w.). 
Drilled by Layne-New York Co., Inc., September 1924. Altitude about 
50 feet above sea level. Driller's log. 


Thickness Depth 
(feet) ( feet) 
Clay, sandy. . . . . . . . . . . . 142 142 
Clay . . . . . . . . . . 22 164 
Sand and gravel. . . . . . . . . . . . 188 352 
Clay, blue . . . . . . . . . . . . . 39 391 
Sand and gravel. . . . . . . . . 129 520 


Screen: 


II-inch set from 445 to 51!5 feet. 


Pumping te st : 
Sept. 8, 1924. 


Static water level: 
pumping water level: 
Drawdown: 
Yield: 
Specific ca
acity: 


2.a: feet. 
9!5 feet. 
71 feet. 
944r gallons a minute. 
1:3. 


- 
 
 
 - - 
 - - - - 
 
 - 
 
 - 
 - - - - 


N Ill. Long Island Lighting Co., betv'1een prosJ?ect Ave., and Hempstead 
Harbor, about 600 feet south of Glenwooli Landi
 Rd., Glenwood Landing. 
(6 D, 5.2 N., 3.3 W.). Drilled by Ralph B. Cp,rter Go., about 1915. Informa- 
tion furnished by owner. Comnosite log from memory of three wells ranging in 
depth from about 300 to 400 feet. 


Sand, gravel, and clay . . . . . 
Clay, blue, with streaks of sand 
Hardpan, red . , . . . . .... 
Gravel, coarse, clean, white 


Thiclmess Depth 
(feet) (feet) 
30 30 
350 380 
2 382 
18 400 


Casings: 
Screens: 
Yield: 


8 inches. 
About 15 feet of Cook set at bottom. 
About 120,000 gallons a day from two of the wells 
combined. 


One of these wells has been equipped with a wa
er-stage recorder since 
December 14, 1936. Sounded depth 368.9 feet below land surface. Measuring 
point: to-p of 8-inch coupling 3.5 feet above land :
urface, alti tude 20.96 
feet above mean sea level. 


(Continued on next page) 



- 


81 


N J.:}1. 


(Continued) . 


Lowest water level in feet above mean sea level 
(from recorder charts) 


---'------, 
Date Water Date Water Date Water 
Level Level Level 
--..---.----- 
1936 1937 1937 
Dec. 15 15.44 Mar. 1 16.32 Aug. 1 13.73 
1937 Apr. 1 16.36 Sept. 4 12.82 
Jan. 7 16.41 May 1 16.68 f oct. 7 15.52 
Feb. 1 16.32 June 1 12.18 I Nov. 1 15.78 
July 1 13.73 I Dec. 1 15.77 

...-.-..-_..-....,.-_..._-_...._--- 


More detailed water level data are available in the Jamaica office of 
the U. S. Geological SUrvey. 


N 112. New York Water Service Corp. Well 19. Glen Cove. 
(6 E, 1.4 N., 2.1 W.). Drilled by Artesian Well Drilling Co., in 1930. 
Altitude 50 feet above sea level. Record furnished by owner. 


Thickness Depth 
(feet) ( fee t ) 
Gravel and boulders. . . . . . . . 40 40 
Sand and gravel, hard packed . . . 4 44 
Boulders . . . . . . . . 2 46 
Clay and gravel. . 1 47 
Sand, mu.ddy. 13 60 
Clay, sandy. . . . . . 12 72 
Sand, fine . . . . . . . . . . . 31 103 
Clay, white. . . . . . . 2 105 
Sand, muddy, and clay. . . . . . 24 129 
Sand, coarse, and fine gravel. . . . 16 145 
Gravel and small streaks of clay . . . . . 6 l5l 
Gravel . . . . . . . . . . . . . 18 169 


Static water level: 


49.32 feet above mean sea level on April 6, 
1932. 
15 gallons a minute per foot of drawdown in 
1930. 


Yield: 


There are 18 other wells on this property ranging in depth from 45 to 
281 feet. 



82 


N 1
3. Paul G. Pennoyer. Duck Pond Rd., Locust Valley. 
(6 E, 2.3 N., 0.9 W.). Drilled by Ralph B. Carter Co. Information furnished 
by driller. . 


Depth: 
Casing: 
Screen: 
Static water level: 


456.3 feet. 
8 inches. 
15 feet. 
165 feet. 


N 114. Nassau Country Club. Forest Ave., Glen 
oTe. 
(6 E, 2.7 N., 1.2 W.). 


There are two wells on this property. WeIll drilled in 1910, diameter 
10 inches, depth 120 feet. Yield 150 gallons a minute. Well 2 drilled in 
1911, diameter 10 inches, depth 250 feet. Yield 250 gallons a minute. 


- - - - - - 
 
 - 
 - - 
 
. 


N 115. Locust Valley Uater District. WeIll. On south side of 
Buckram Rd., about midway between well 4 and well 5, Locust Valley. 
(6 E, 3.0 N., 0.2 W.). Drilled by Layne-New York Co., Inc., October 1925. 
Altitude of concrete floor 75.24 feet above mean sea level. Driller's log. 


Thickness Depth 
(feet) (feet) 
Soil . . . . . . . . . . . . . . 3 3 
Sand, coarse, and gravel . . . . . . 39 42 
Sand and shale, hard, muddy. . . . . . . 38 80 
Sand, coarse, and fine grB,vel. . 5 85 
Sand, coarse, and shale. 44 129 
Sand and shale, hard . . . . 21 150 
Sand, coarse and gravel. . . . . 31 181 
Clay, tough. . 78 259 
Sand, muddy. . . . . 41 300 
Sand, brown. . . . . . . . . . . 20 320 
Sand, coarse, loose. . . . . 43 363 
Sand, coarse . . . . . . . . . 22 385 
Sand, coarse, and gravel . . . . 54 439 


Record by F. G. Wells from an examination of samples in the office of 
Layne-New York Co., Inc. 


Clay, gray, silty, fossiliferous . . . 
Sand, medium grained, fossiliferous. . 


Depth 
represented 
by sample 
(feet) 
42- 80 
80-115 


(Continued on next page) 



. 


83 


N 115. (Continued). 


Depth 
represented 
by sample 
( feet) 


Sand, medium grained, straw-colored, quartz, with 
biotite and some dark minerals. . . . . . . 


323-353 


Screen: 


13-inch set from 126.7 to 180.9 feet. 
9-inch set from 340.3 to 409 feet. 


Pumping test: 
July 3, 1925. 


static water level: 
pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


15 feet. 
68 feet. 
53 feet. 
770 gallons a minute. 
15. 


N 116, Locust Valley Water District. Well 2. About 25 feet southeast 
of well 5, Locust Valley. (6 E, 3.0 N., 0.2 W.). Drilled by E. K. Hutchin- 
son in 1925. Altitude of concrete floor 79.81 feet above mean sea level. 


Depth: 
Diamet er.: 
Screen: 


256 feet. 
16 inches. 
50 feet of l2-inch set in gravel with bottom at 
168 feet. 
800 gallons a minute. 


Yield: 


N 117. Locust Valley Water District. Well 3. About 200 feet south- 
east of well 5, Locust Valley. (6 E, 3.0 N., 0.2 W.). Drilled by E. K. 
Hutchinson. Altitude of concret
 floor 84.15 feet above mean sea level. 
Information furnished by owner. 


Depth: 
Casing: 
Screen: 


155 feet. 
16 inche s . 
l2-foot of l2-inch screen set in gravel at 
bottom. 
18 feet on July 1, 1933. 
400 gallons a minute. 


Static water level: 
Yield: 


N 118. Locust Valley Water District. Well 4. On south side of 
Buckram Rd., about 300 feet west of Bayville Rd., Locust Valley. 
(6 E, 3.0 N., 0.2 W.). Drilled by Layne-New York Co., Inc., May 1932. 
Altitude of concrete floor, 70.78 feet above mean sea level. Driller's log. 


(Continued on next page) 



84 


N 118. (continued). 


Thickness Depth 
(feet) (feet) 
Sand, yellow . . . . . 32.5 32.5 
Clay, blue, sandy . . . . . . . . 29.2 61.7 
Sand, coarse, and gravel . . . 18 79.7 
Clay and cobbles . . . . . . . 29.1 108.8 
Clay, blue, wi th soft st reaks . . . 171.9 280.7 
Sand, hard, brown. . . . 18 298.7 
Clay, blue . . . . . . . . . . . . 13.3 312 
Sand and gravel, brown . . . . . . 41.5 353.5 
Clay . . . . . . . . . . . . . 4 357.5 
Sand and gravel, brown 10.2 367.7 
Clay, brown. . . . . . . 13 380.7 
Sand and gravel, brDwn . . . . 3.2 383. 9 
Sand and clay, soft. . . . 10 393.9 
Clay, brown. . . . . . . . . . . . 8 401.9 
Sand, coarse, and gravel . . . . . . . . . 74.1 476 
Clay and boulders. . . . 2 478 
Rock . . . . . . . . . . . . . 1 479 


Record by F. G. Wells from ,
 examination of samples in the office of 
Layne-New York Co., Inc. 


Depth 
represented 
by sample 
(feet) 


Clay, gray, fossiliferous, full of shell fragments 
and small qua.rtz pebbles. . . . . . . . . . . . . 
Sand, medium grained, fossiliferous. . . . . . . 
Sand, medium grained, straw-colored quartz"with 
biotite and some other dark colored mineral 


42- 80 
80-115 


grains. . . . . . . . . 


........... 


323-353 


A water-stage recorder was in operation on this well from July 23, 1932 
to August 7, 1932. Duri
 this period the water level ranged from 27.52 
feet above mean sea level on July 31 to 22.84 feet above mean sea level on 
July 26. 


- - 
 
 
 
 
 
 - - 
 
 
 - - - - 
 
 - 
 - - - - - - 
 - 
 - - - 
 - - - - - 


N 119. Locust Valley Water District Well 5. On south side of Buckram 
Rd., about 800 feet east of Baldwin Ave., Locust Valley. 
(6 E, 3.0 N., 0.2 W.). Drilled by Layne-New York Co., Inc., August 1934. 
Altitude about 80 feet above sea level. Driller's log. 


(Continued on next page) 



85 


N 1+9. 


(Continued) 


Thickness Depth 
(feet) (feet) 
Top soil . . . . . . . . . . . . . . . 1 1 
Sand, gravel, and boulders . . . . 4 5 
Muck, black. . . . . . . . . . . 2 7 
Sand, brown, grave 1, and boulders. . ? 14 
Sand, fine, brown. . . . . . . . . 1 15 
Sand, brown, gravel, and boulders. . . . 18 33 
Sand t loose, brown . . . . . . . . . 20 53 
Sand. brown, gravel, and boulders. . . . 12.3 65.3 
Clay . . . . . . . . . . 3 68.3 
Sand a.nd gravel, brown . . . . . . . . . . 97.8 166.1 
Sand, soft, brown. . . . . . . . . . . . . 10 176.1 
Sand, brown, and gravel, dirty . . . . . 21.3 197.4 
Sand, brown, gravel, and bou
ders. . . . . 15 212.4 
Clay . . . . . . . . . . . . . . . . . . . . 16 228.4 
Sand, gravel, and boulders . . . . . . . . . 7 235.4 
Clay, brown, and boulders. . . . . 20 255.4 
Sand, gravel, and boulders 9 264.4 
Clay , tough. . . . . . . . . . . . . 207.8 472.2 
Sand and gravel. . . . . . 1 473.2 
Clay . . . . . . . . . . . . . . . . . 8.4 481.6 
Clay, sandy . . . . . . . . . . . . . . . . . . . . . 10 491.6 
Sand and gravel, loose . . . . . . . . 10 501.6 
Sand and gravel, somewhat harder . 11.7 513.3 
Sand and gravel, hard. . . . . 58.9 572.2 
Rock . . . . . . . . . . . . . . 1 573.2 


Casing: 
Screen: 


18 inches. 
60 feet of 14-inch. 


Pumping test: 
Sept. 19, 1934. 


static water level: 
Drawdown; 
Yield: 
S
ecific capacity: 


50 'feet. 
64 feet. 
1,570 gallons a minute. 
25. 


A water-stage recorder was in operation on this well from October 6, 
1934 to October 25, 1934. During this period the water level ranged from 
40.74 feet above mean sea level on October 22, to 39.92 feet above mean sea 
level on October 6. 



86 


N 120. Locust Valley Water District. Well 5 A. (Layne-New York Co. , 
Inc. Well 3.) About 200 feet southwest of well 5, Locust Valley. 
(6 E, 3.0 N., 0.2 W.). 10-inch test hole drilled by Layne-New York co., 
Inc., November 1933. Altitude about 80 feet above sea level. Driller1s log. 


Soil and rocks . . 
Sandt brown. . 
Clay , sandy. . 
Clay and boulders. . 
Clay, blue . . . . 
Sand and gravel. . 
Clay, brown. . 
Sand, packed . . . 
Hardpan. . . . . . 
Clay and boulders. . 
Clay, red. . . . . 
Sand and gravel, brown. 
Clay, blue . . . 
Sand and gravel, brown - water-bearing. . 
Rock . . . 


. . . 


. . . 


. . . . 


. . . 


. . 


Because of mica in water well V7B.S ab
.ndoned and filled in. 


Thickness 
(feet) 
5 
24 
25 
40 
10 
54.3 
25 
12 
9 
9 
178.9 
27.3 
23.1 
115.7 


Depth 
(feet) 
5 
29 
54 
94 
104 
158.3 
183.3 
195.3 
204.3 
2l3.3 
392.2 
419.5 
442. 6 
558.3 


N 121. Creek Club. (6 E, 3.4 N., 0.7 W.). . Drilled by Layne-New York 
Co., Inc., October 1933. Altitude about 120 feet abovB sea level. Record 
from examination of samples by F. G. WelIs. 


No record. . . . . . . . . . . . . . 
Sand, coarse, buff, and small gravel of 
heterogeneous composition. . . . 
No record. . . . . . . . . . . . . . 


. . . . 


Sand, coarse, and small grayel, white. 
No record. . . . . . . . . . . . . . 
Sand, coarse, white, quartz. . . , . . 
No record. . . . . . . . . . . . . . . . 
Gravel, white, uni'form size, qua.rtz, with a little 
granitic material. . . . . . . . . . . . . . 
N6 record. . . . . . . . . . . . . 
Sand,. medium grained, dirty gray . . . . . 
Clay, hard, dark blue, reported by driller. . . . 
Gravel, white, very uniform, quartz, about 3 rom in 
diameter, a very few granitic pebbles, but these 
may be out of place . . . . . . . . . . . . . . . . 


Thickness 
(feet) 


42 


43 
12 
36 
14 
24 
7 


29 
69 
44 
79 


Depth 
(feet) 


42 


85 
97 
133 
147 
17l 
178 


207 
276 
320 
399 


6 


405 



87 


N 122. J. F. Aldred. 
Hutchinson & Son in 1914. 
tion furnished by driller. 


(6 E,4.7 N. t 1.5 W.). Drilled by E. K. 
Altitude ab
lt 5 feet above sea level. Inform&- 


Bedrock encountered at about 472 feet and was penetrated a few feet. 
All water encountered was fresh. 


N 123. George F. Baker, Jr. Peacock Lane, Glen Cove. 
(6 E, 4.5 N., 1.6 W.). Drilled by A. L. Washburn. 


No record. . . . . 
Clay- . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, white. . . ,. 
Sand and clay. . . . 
C 18,J7 . . . . . . . . . . . . 
Clay, red. . . . . . . . . . 
Clay an;l sand. . . . . . . . . . . . . . . . 
Sand, CORrse, 
hite, thin streak of clay 
Sand, coarse, and gravel. . . . . . 
Clay, red. . . . . . . . . . . . . . 
Gravel, small lumps of clay. . . . 
Clay . . . . . . . . , 


. . . 


Thiclmess Depth 
(feet) (feet) 
37 37 
80 117 
13 130 
18 148 
52 200 
19 219 
4 223 
7 230 
61 291 
6 297 
7 304 


Casing: 
Screen: 
Yield: 


8 inches. 
10 feet of 8-inch Cook No. 40. 
50 gallons a minute. 


N 124. Creek Club. (6 E, 4.6 N., 1.0 W.). Information furnished by 
owner. 


There are two old flowing wells near the beach at the north end of 
this propeT
J. One was drilled in 1920 to a depth of 390 feet. The most 
southerly vi!.::;:'.l it; 
quipT)e(i wi th a record.J.ng pressure gage. Continuous 
reco!"r1.s of (:r';E
 
.:.an pressure have been obtained since July 30, 1937. 
Meas"'.;.ring 1'0': nt l.S top of cap on l2-inch casing ebout 1/2 foot above ground. 
Alti tude of :ileas'.1ring point 9.79 feet above mean sea level. 


Lowest water level in feet above mean sea level 
(from recorder charts) 


Date 


Water 
Level 


Date 


1Jater 
Level 


1937 
Sept. 1 
Oct. 1 


1937 
16.4 1 Nov. 1 
16.2 Dec. 1 
...-..---.. 


16.7 
17.5 


(Continued on next page) 



N 124. (Continued). 


88 


More detailed water level data are available in the Jamaica oftice of 
the U. S. Geological Survey. · 


N 125. Creek Club. (6 E, 4.6 N., l.O W.). Abandoned shallow 
lO-inch well 10 feet west of well N l24. Sounded depth 36.0 feet below land 
surface. Measuring point: top of lO-inch coupling, 0.7 foot above land 
surface, altitude 9.82 feet above mean sea level. Weekly water-level 
measurements have been made in this well since August 14, 1937. 


Water level in feet above mean sea level. 


Date Water Date Water 
Level Level 
---------... --
-- 
1937 I 1937 
S ep€: 4 8.19 Oct. 3 0 7.86 
Oct. 2 7 :
__ _I Dec. 4 7.74 


More detailed water level data are available in the J
ica office of 
the U. S. Geological Survey. 


N 126. U. S. Coast Guard. On beaeh at Short Beach Station. 
(7 B, 0.8 N
, l.7 W.). Drilled by William Margot in 1927. Altitude about 
lO feet above sea level. Information furnished by owner. 


Depth: 
Casing: 
Screen: 
Yield: 


About 200 feet. 
4-inch. 
5 feet of 2i-lnch. 
About lO gallons a minute. by natural flow. 


N l27. U. S. Coast Guard. Short Beach Station. (7 B, 0.8 N., l.7 W.). 
Drilled by Artesian Well & Supply Co., fall of 19;4. Record furnished by 
owner, 


Sand, very fine, white . . . . . .. . . . . . . . 
Clay, dirty, black . . . . . . . . . . . . . . . 
Sand, white. . . . . . . . . . . . 
Clay, dirty, black , . , . . . . . . . . 
Sand., fine, dirty. . . . . . . . . . . . .. 
Clay, dirty, black . , . . . . . . . , . 
Sand, fine, dirty, . . . . . . . . 


Thickness 
(feet) 
65 
95 
;0 
20 
109 
2l 
50 


(Continued on next page) " 


Depth 
(feet) 


65 
160 
190 
210 
;19 
340 
390 


. 



89 


N 127. (Continued). 


Thlcmes$ . 
(feet) . 


Dept)l 
(feet) 


Clay, dirty, black . . . . . . 
Sand, fine, dirty. . . . . . . 
Cl
, dirty, black . . . . . . . . . 
Cl
, mixed with dirty sand. . . . . . 
Sand, fine, grayish, clean, white. . 


. . . . 


3 
22 
25 
55 
35 


393 
415 
440 
495 
530 


....... 


Much wood was encountered at lower depths. 


Casing: 
Static water level: 


8 to 6 inches. 
10 feet. 


N l28. Long Island State Park Commission. Well 1. Jones Beach 
State Park. (7 B, 1.0 N., 0.4 W.). Drilled by Guaranteed. Water Engineering 
Co. Altitude about 6.l feet above sea level. Driller's log. 


Thickness Depth 
(feet) (feet) 
Beach sand and meadow clay . . 75 75 
Clay, blue . . . . . . . . . . lO 85 
Shale. . . . . . . . . . . l2 97 
Sand, muddy. . . . . . . . 6 l03 
Shale and muddy sand . . . 69 172 
Sand, gray . . . . . . . 6l 233 
Shale. . . . . . . . . 
 II 244 
Sand, coarse . . . . . . . . . 34 278 
Clay, blue, sandy. . . . 48 326 
Sand, white. . . . . . . . 63 389 
Sand, medium, with streaks of clay . . . 88 477 
Sand , coarse . . . . . . . . . . 4l 518 
Clay, dark, soft, sandy. . . . . . . 64 582 . 
Sand, gray, medium . . . . . . .. . . . . . 25 607 
Clay, white, soft, 
andy . . . 31 638 
Clay, dark, sandy. . . . . . 50 688 
Sand, fine, gray, micaceous. . . . . . . 15 703 
Clay, blue, sandy. . . . . . . . . . 29 732 
Sand, coarse, gray . . . . . . . . . . . 17 749 
Clay, hard, light blue . . . . . . . . . . 7 756 
Sand, fine to coarse, gray . . . . 34 790 
Limestone and shale. . . . . . . . . . . . . . 18 808 
Sand , coarse, and gravel . . . . . . . 95 903 
Clay, black, white, and red. . . . . . . . 53 956 
Sand and gravel, white . . . . . . . . . . 78 l034 
Hard, dark, formation. . . . . .. 


(Continued on next page) 



90 


N 128. (Continued). 


Screen: 8-inch set from 958 to l,034 feet. 


Pumping test: 
Sept. l7, 1929. 


Drawdown: 
Yield: 
Specific capacity 


26 feet. 
720 gallons a minute. 
28. 


- - - 
 - - - - - 
 - - - - - - - - - - 


- - - - - - - - 
 


N l29. Long Island State Park Commission. Well 2. Jones Beach 
State Park. (7 B, 1.4 N., 0.2 W.). Drilled by L
e-New York Co. Inc., 
November 1933. Altitude about 9.8 feet above sea level. Record furnished 
by owner. 


Thickness Depth 
(feet) (feet) 
No record. . . . . . . . . . . . . . . . 9 9 
Sand, medium, gray . . . . . . . . . 56 65 
Clay, dark gray, small gravel. 36 10l 
Sand, very fine, dark gray . . . . . . . . . . . 71 112 
Sand, medl um, gray, iron stained . . . . . . 36 208 
Sand., coarse, gray . . . . . . . . . . . . . 11 219 
Clay, dark gray. . . . . . . . . . . . . . 23 242 
Sand, med 1 um, gray, iron stained . , . , . . . . . . 19 26l 
Clay, dark gray, sandy . .. . . . . . . . ; 264 
Sand, fine, gray, iron stained . . . . . 22 286 
Clay, dark gray. . . . . . . . . . . . 26 312 
Clay, dark gray, sandy . . . . . . . . . . . . . 2; 335 
Clay, dark gray, sandy, and small gra ve 1 . 20 355 
Sand, medium, gray, and. small gravel . . l7 312 
Clay, dark gray, and small shells. . . . . 24 396 
Sand., fine, light gray . . . . . l4 410 
Clay, gray, sandy. . . . . . . . . . . l7 421 
Sand, fine, gray, iron stained . 40 467 
Clay, dark gray, iron stained. . . . . . . 21 488 
Sand, fine, gray, iron stained . . . . . 44 532 
Clay, dark gray, iron stained. .. . . . . . 33 565 
Sand., medium, gray, iron stained . . . . . . . . . . 11 582 
Clay, dark gray. . . . . . . . . . . . . . . 43 625 
Sand, medium, gray, iron stained . . . . . 3l 656 
Clay, gray, iron stained . . . . . 54 710 
Sand, fine, gray, iron stained . . l3 723 
Clay, dark gray, iron stained. . . . . . . . . . 8 131 
Sand, med i urn gray, iron stained. . . . . . 22 153 
Sand, coarse, gray, iron stained 48 801 
Sand, med i um, 3X'ay . .. . . . . . 80 881 
Clay, gray . . . . . . . . . . . . . . . 6 887. 
Sand, coarse, gray, iron stained . l2 899 
Clay, gray . . 10 909 
. . . . . . . . . . 


(Continued on next page) 



N 129. ( Continued) . 


Sand, coarse, gray . . . . . . . . 
Cl
, gray. . . . . . . . . . . . 
Clay, gray, iron stained . . . . . . . . . 
Sanq., medium, gray, iron stained . 
Clay, gray . . . . . . . . . . . . . 
Gravel - (as good as filter gravel). 


Thickness 
(feet) 
42 
4 
38 
6 
10 
l5 


91 


Depth 
(feet) 
95l 
955 
993 
999 
1009 
l024 


Screen: IO-inch set fram 889 to 899 feet and from 912 to 95l feet. 


An automatic water-stage recorder was in operation on this well from 
October 2l, 1933 to November 7, 1933. During this period the water level 
ranged from 9.06 feet above mean sea level on October 24, to 7.44 feet 
above mean sea level on October 25. The water level fluctuates about 1 foot 
with the tide. 



 - 
 - - - - - - - - - - - 
 - - - 
 - - 
 - - - - - - - - 
 


N 130. Great Island. South of Wantagn. (7 B, 3.3 N., O.l W.). 
Altitude about lO feet above sea level. Record collected by W. O. Crosby. 


Thickness Depth 
(feet) (feet) 
Marsh mud. . . . . . . . . . . . . . 10 lO 
Clay, blue . . . . . . . . . . . . . . . . 6 16 
Sand and gravel, yellow, and shells. . . . 7 23 
Clay and white gravel. . 2 25 
Gravel, coarse and fine, white . 8 33 
Sand, coarse, yellow . . . 7 40 
Sand and gravel, white . 15 55 
Clay, light blue . . . . . . . . . . . . 7 62 
Sand. and gravel, dark. . . . . . . . . . 6 68 


Chloride, 3.5 parts per million. 


- - - - - - - - - - - - - - - 


- - - - - .....- .. 


N l31. Village of Freeport. Well 1. Lakeyiew Ave. and Jesse St. 
(7 B, 5.5 N., 3.8 W.). Drilled by L
ne-New York Co., Inc., May 1929. 
Altitude 20'.77 feet above sea level. Record furnished by owner. 


Thickness 
(feet) 


I 
Sand and, red gravel. . 
No record. . . . 
Sand, yellow . . . . . 


. . . . 


69 
lO 
12 


. .'. 


. . . . . 


(Continued on next page) 


Depth 
(feet) 
69 
79 
91 



92 


N l3l. (Continued). 


Thickness Depth 
(feet) (feet) 
Sand, brown. . . . . t . . 19 llO 
Clay . . . . . . . . 8 l18 
Clay, sandy. . . . . . 23 l4l 
Clay, soft, sandy. . . . . . " . . . . . 20 l61 
Sand., medium, and gravel . . . . . 65 226 
Sand, fine . . . . . . . . . . . . . . . ,. l7 24; 
Clay . . . . . . . . . . . . . . . . . . 17 260 
Clay, tough. . . . 47 307 
Sand., muddy. . . . lO 317 
Sand, hard packed. . 
 . . . . . . 75 392 
Clay . . . . . 5 397 
No record. . . . . . . . 34 43l 
Clay, tough. . . . . . . . . 
 . . . . . . . . 29 460 
Sand, packed . . . . . . . . 8 468 
Sand, cdarse, packed . . . . . . . . . . . 57 525 
Clay . . . . . . . . . . . . . . . . . 8 533 


Screen: l6-inch set from l69 to 227 feet. 
8-inch set from 473 to 523 feet. 


Pumping test: 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


9 feet. 
24 feet. 
l5 feet. 
1,l90 gallons a minute. 
79. 


- - - - - - - - - - 
 - - - - - - - - - - - - - - - - 
 - - - - - - - 


N l32. Village of Freeport. Well 2. Lakeview Ave. and Jesse St., 
215 feet north of Well 1. (7 B, 5.5 N., 3.8 W.). Drilled by Layne-New York 
Co., Inc., January 1929. Altitude about 20 feet above Bea level. Becord 
. furnished by owner. 


Thickness Depth 
(feet) (feet) 
Sand, red. . . . . . . . . . . . . . . . . 10 lO 
Sand, coarse . . . . . . . . -. . 31 4l 
Sand, coarse, and gravel . . . . . . 43 84 
Sand , fine, gray '. . . . . . 22 lo6 
Sand, coarse . . . . . . . . 21 l27 
Clay, tough. . . . lO 137 
Sand , muddy. . . . . . . . . . 12 l49 
Sand, light. . . . . . . . . . . . . . . . 44 193 
Sand, coarse, light. . . . . . . . . . . . 53 246 
Clay . . . . . . . . 32 218 
Sand, fine, loose. . . . . . . . . . . 70 348 


(Continued on next page) 



N l32. 


(Continued) . 


Clay, tough. 
Sand, gray, hard . 
Sand., hard . 
Clay, tough . 
Sand, loose. 
Sand., coarse . 
Clay . 
Sand, fine . 
Sand . 
Sand., muddy. 
Clay, tough. 
Sand., muddy. 
Sand, rough . 
Sand, tough.' 
Sand., coarse, and. gravel, hard . 
Clay . 
Sand., hard . 


. . 


Bottom of service well reported to be at )24 feet. 


Driller's log. 


Sand, coarse . 
Sand, coarse, and gravel . 
Sand, fine, gray . 
Sand., coarse . 
Clay, tough. 
Sand, muddy. 
Sand, loose. 
Sand, coarse, loose. 
Clay, tough. 
Sand, fine . 
Clay . 
Sand . 
Sand, hal
 packed. 
Clay, tough. 
Sand, fine . 
Sand, coarse . 
Clay . . 


Thickness 
(feet) 


5 
28 
49 
26 
l2 
48 
8 
9 
9 
l2 
12 
9 
lO 
12 
48 
4 
9 


41 
43 
22 
21 
10 
l2 
44 
53 
32 
70 
5 
7 
69 
26 
12 
48 
8 


93 


Depth, 
(feet) 


353 
38l 
430 
456 
468 
516 
524 
533 
542 
554 
566 
575 
585 
597 
645 
649 
658 


41 
84 
l06 
127 
137 
149 
193 
246 
278 
'348'. 
353 
360 
429 
455 
467 
515 
523, 



94 


N 133. Village of Freeport. Well 3. Lakeview Ave., about '00 teet 
South of Hempstead -Babylon Turnp ike It . (7 B, 5.5 N., 3.8 w.) .,':p:r:1
led 
by Layne-New York Co., Inc., June 1931. Altitude 24.17 feet 
PQve sea 
level. Record furnished by owner. "- 


Thickness Depth 
(feet) (feet) 
Sand., coarse, loose, and gravel. . . . . ". . 87 87 
Clay, soft . . . . . . . . . . . '. . 5 92 
Sand, fine, gray . . . . . 27 ll9 
Clay, tough. . . . . . . . II 130 
Sand, muddy. . . . . . . . . . . . . . . '. lO 140 
Sand, fine, loose. . . . . l2 152 
Sand, hard, gray . . 59 211 
Clay, tough. . . . . . . . . 5 216 
Sand, hard. . . . . . . . . . 34 250 
Clay., tough. . . . . . . 20 270 
Sand, muddy. . . . . . . . . . . . . . . 43 313 
Sand, hard . . . . . . 52 365 
Sand. and gravel, hard. . . . . . . . . . . . . . 66 43l 
Clay, soft . . . . . . . . . 22 453 
Clay, hard, sandy. . . 14 467 
Sand, hard, and.fine are-vel. . . . . . .. . 49 516 
Clay and hard sand . . . . . . . .. . . 2 518 
Sand., hard, and streaks of clay. . . . . . 15 533 


Record by F. G. Wells from an examination of samples in the office of 
Layne -New York Co., Inc. 


Depth 
represented 
by sample 
(feet) 


Sand, medium, white, with small pebbles, many of 
whioh show fragments of feldspar. This sample 
obviously contains erratic material . . . . 
Sand, coarse, and small gravel, gray mostly 
quartz. This is not glacial. . . . . . . 


313-365 
467-533 


Screen: 


l2-inch set from 469.4 to 5ll.l feet. 


N l34. Village of Freeport. Well 4. Lakeview Ave. and Jesse St., 
about 300 feet east of WeIll. (7 B, 5.5 N., 3.8 W.). Drilled by Layne-New 
York CO
, Inc., 'August 1935. Driller's 10S. 


(Continued on next page) 



N 134. (Continued). 


95 


Thickness Depth 
l (feet) (feet) 
Sand., coarse, brown. . . . . . . . . 40.5 40.5 
Sand, coarse, dark brown . . . t 30.7 7l.2 
Sand, medium, gray . . . . . . . . . . . .. 66.8 l38 
Clay, sandy. . . . . . . . . . . 7.2 145.2 
Clay, tough, and lignite . "t. . . . . 12.5 157.7 
Clay, lignite, and streak of s . . . . 47.6 205.3 
Clay and stl"eaks of sand . . . . . . . 41.l 246.4 
Clay, tough, blue. . . . . . . r . . . . . 33.9 280.3 
Sand, med iwn, loose. . . . . . t . l5.7 296 
Clay . . . . . . . . . . .. . . . 1 297 
Sand, loose. . . . . . . f . 3l.3 328.3 
Sand, fine, packed . . . . . . . . . . 48.3 376.6 
Clay, tough, blue. . . . . . . . . 7 383 .6 
Sand, muddy, packed. . . . . . . . . 32.1 4l5.7 
Clay, tough, blue. . . . . . . . . . . 21 436.7 
Sand, medium, gray' . . . . . . . l6.l 452.8 
Sand, coarse, gray, packed . . 70.l 522.9 
Clay, blue . . . . . . . . r . . . . . 2 524.9 
Clay and sand, mixed . . . . . . . . . . . . . 32 556.9 
Casing: 18 to 12 inChes.
 
Screen: l2-inch Johnson ..,ero.ur set from 467 to 517 feet. 
I 
Pumping test; Static water 1evfl: 7.5 feet. 
Pumping water le e1: 34 feet. 
Drawdown: I 26.5 feet. 
Yield: l,500 gallons a minute. 
S'pec
fic capacit 57. 


N 135. City of New York, Depar ent of Water Supply, Gas & Electricity. 
Test Well 1. East Meadow Brook, ne Babylon Turnpike, about a half a mile 
north of Long Isl&
 Railroad. (7 C , 0.0 N., 3.8 W.). Jetted by owner. 
Altitude about l5 feet above sea lev 1. Record furnished by owner. 


I 
Sand, fine, quartz, a little fi t gravel, and 
lig::Ili te . . . . . . . . .. ........ 
Gravel, coarse, coarse and medi dirty sand . 
Gravel, medium . . . . . . . . 
 . . . . . . . 
Gravel, fine, medium sand, cle ....... 
Gravel, ooarse, coarse and med1 clean sand . 
Gravel, ooarse, clean. . . .. ....... 


(Continued 0 next page) 


Thickness Depth 
(feet) (feet) 
2 2 
6 8 
6 14 
3 l7 
3 20 
1 21 



N l35. (Continued). 


Sand, 'coarse and medium. . . . . . . . 
Gravel, medium, coarse sand, some mica 
Sand, fine, quartz . . . . . . . . . . . 
Sand, fine, quartz, and pieces of white clay and 


gz-avel. . . . . . . .. .... . 
Clay, gray, sandy. . . . . . . . . . . 
Grayel, medium, and coarse rusty sand.. . 
Clay, rusty, yellow, sandy .. 
Sand; fine, yellow . 
Sand, medium, yellow . . . . . . . 
Sand, fine, white. . . . . . . . 
Sand, medium, rusty. . 
Sand., medium, white, quartz. . . . . . 
Sand, medium. and. fine, "hi te, quartz 


· · J . 


Casing: 


8-inches. 


Record compiled by W. O. Crosby. 


Sand and gravel, yellow, no rocognizable granitic 
material, except one pebble of' decomposed 
diori te (?) between 20 and 21 feet... . . . 
Sand., coarse to medium, yollow', no er:""atlcs. . 
Gravel, medium, yellow, quartz, no orratics. . 
Sand., fine, gray to brown, micaceous, gray clay 
near base (looks liko Cretaceous) . . . . . 
Gravel, medium., 
.rcllow, quartz, and sand., no 
61Tatics. . . . . . .. . . . . . . 


Clay, 
Sand. , 
Sand, 
Sand., 
Sand, 
Sand, 


deep yellow, sandy, micaceous. 
fine, buff, micaceous. . . . 
medium, deep yellow. . . . . 
very fine, white, micaceous, quartz. 
medi

, deep yellow, quartz. . . . . 
fine to medium, white quartz, micaceous. . 


. . . 


. . . 


. . . 


96 


Thickness Depth 
(feet) (feet) 
3 24 
6 30 
3 33 
8 41 
.5 41.5 
2.5 44 
l4 58 
12 70 
5 75 
5 80 
10 90 
20 llO 
40 l50 


. . 


2l 2l 
3 24 
6 30 
II 4l 
3 44 
14 58 
12 70 
5 75 
5 80 
10 90 
60 150 
- - - - 


N 136. City of New York, Department of Water Supply, Gas & Electricity. 
Test Well 2.' East Meadow Brook, 1.4 miles north of Long Islard Railroad. 
(7 C, 0.9 N., 3.7 W.). Jetted by owner in 1909. Altitude about 25 feet 
above sea level. Record f
nished by owner. 


(Continued on next page) 



N 136. (Gontinued). 


Soil, medium sand, and fine gravel . . . . . . . . 
Soil, 
e41um and fine sand, stained . . . . 
Sand, 1U.ectium and coarse, quartz . . . 
Gravel,. fine, and coarse quartz sand . . . . . 
Sand, me4ium and coarse, quartz. .... 
Sand, medium and fine, rusty . .... . . 
SandI fine and. medium., light yellow . . . 
Sand, medium, rust stained . . . . . . . . 
Clay, blue, and rusty, with fIne gravel . . 
Clay, compact, gray . . .. ........... 
Sand, Diedium., very fine gravel, and lIgnite 
Sand, f
ne, white, quartz, and lignite . . . . . . 
Clay, compact, gray . . . . . . . . . . 
Sand, fine, gray, dirty. . . . . . . . . . 
Sand, fine, gray . . ., . . . . . . 


Casing: 


8 inches. 


Record compiled by W. O. Crosby. 


Sand and gravel,. broWn and yellow, little or no 
erratic material . ..... . . . . . . 
Gravel, fine, quartz, and coarse sand., trace of 
erratic material . . . . . . . . . . . 
Sand, medium to coarse, yellow, quartz . . 
Sand, fine, yellow and buff . . . . . . . . . . 
Sand., medium, yellow' and gray . . . . . 
Clay, gray and rusty, and fine gravel . . 
Clay, dark gray . . . . . . . . . . . . . 
Sand., medium, gray, fine gravel, and lignite 
Sand, fine, white, micacoous, and lignite . 
Clay, dark gray, mIcaceous . . . . . . .. .... 
Sand, fine to medium, gray, micaceous . . . . 


- - 
 - - - - - - - - - - - - - - - - - - 


97 


ThlcknesEf Depth 
(feet) (teet) 
2 2' 
3 .5 
7 l2 
1 l3 
II 24 
3 27 
3 30 
5 35 
2 37 
2l 58 
3 6l 
14 75 
9 84 
3 87 
35 l22 


12 l2 
1 l3 
II 24 
6 30 
5 35 
2 37 
2l 58 
:; 61 
14 75 
9 84 
38 122 


N l37. City of New York, Department of Water Supply, Gas & Electricity. 
WeIll. Wantagh Stream. (7 B, 5.5 N., 0.8 w. ). Altitude about lO feet above 
sea level. Record compiled by W. O. Crosby. 


Sand and gravel, yellow, with a small proportion 
of hard and sound granitic material . . . . . . . 
Sand and gravel, yellow-white, trace of sound 
gr8.Ill te . . . . . . . . . . . . . . . 


(Continued on next page) 


Thickness Depth 
(feet) ( feet r 
l5 15 
l5 30 



N 1'7. (Continued). 


98 


Thickness Depth 
(feet) (feet) 
2 32 
lO 42 
23 65 
2 67 
1 68 
2 70 
5 75 
3 78 
12 90 


Gravel, partly stained by manganese oxide, trace 
of grani te . . . . . . . . . . . . . . . . 
Sand and fine gravel, deep yellow, trace of 
hard grani te . ............ 
Sand, fine to medium, light gray, very micaceous 
Cl
, dark gray, sandy and micaceous, trace of 
l1gIli te . . . . .'. . . . . .. ..... 
Clay, white, plastic, slight
 micaceous 
Sand, fine to coarse, buff -gray, and trace of clay. 
Clay, dark gray, sandy, micaceous, no lignite . 
Sand, fine, buff, micaceous and slightly clayey 
Sand, fine to medium, buff, micaceous, but not 
clayey . . . . . . . . . . . . . . . . . . . 


N l38. City of New York, Department of Water Supply, Gas & Electricity. 
Test Well 5. Wantagn Stream at Mill Road, 0.7 mile north of Long Island Rail- 
road. (7 C, 1.1 N., 1.1 W.). Drilled by owner in 1909. Altitude about 
25 feet above sea level. Record furnished by owner. 


Soil, coarse sand, and gravel . . . . . . . . . 
Sand, coarse, and fine gravel . . . . . . . 
Sand, medium and coarse, and fine gravel 
Sand, coarse, and gravel, clean . .. ... 
Sand, ooarse, and gravel, stained black . 
Sand, coarse, and medium gravel, rusty . 
Sand, fine, white, micaceous . . . . . . . 
Clay, compact, gray . . .. ..... 
Clay, oompaot, white .. . . . . . . . 
Sand, fine, medium and ooarse, dirty 
Clay, compact, gray . . . . . . . . . . 
Sand, fine and medium, yellow, dirty 
Sand, fine, medium and coarse, rusty sandrock . 
Sand, fine, white, containing powdered white clay . 
Sand, medium and coarse, white . . . . . . . . . 
Sand, medium, light yellow . . . . . . . . . 
Sand, medium, white, quartz . . . . . . . . . . . . 


Casing: 


8 inches. 


(Continued on next page). 


Thickness 
(feet. 


1 
7 
7 
15 
2 
lO 
23 
2 
1 
2 
5 
3 
12 
2 
8 
10 
15 


Depth 
(feet) 


1 
8 
15 
;0 
32 
42 
65 
67 
68 
70 
75 
78 
90 
92 
100 
110 
l25 


. 



N 138. 


( Continue
_) . 


Recprd compiled by W. O. Crosby. 


Gravel and sand, yellow, some granitic ma.terial . . 
Gravel and sand, yellow, trace of erratic material. 
Gravel and sand, yellow, black stain, no erratic 
ma terlal . . . . . . . . . . . . . . . . . 


Gravel, fine, yellow, and sand, no erratics . 
Sand, fine, gray, highly micaceous, specks of red 


iron oxide . . . . . . . . . . 
Clay, compact, gray, micaceous. 
Clay, white, plastic .... 
Sand, fine to coarse, yellow 
Clay, gray, sandy, micaceous . . . . . 
Sand, fine to medium, yellow, micaceous, and 
sandstone crusts . . . . . . . . . . . . . 
Sand, very fine to medium, white, micaceous 
Sand, fine to medium, yellow, micaceous . 
Sand, fine to medium, white, micaceous 


. . 


. . . . . 


99 


Thiokness 
(feet) 


Depth 
(feet) 


15 15 
15 30 
2 32 
lO 42 
23 65 
2 67 
1 68 
2 70 
5 75 
15 90 
lO' 100 
lO llO 
l5 125 


N 139. City of New York, Department of Water Supply, Gas & Eleotrioity. 
Test Well 6. Wantagh Streem at Massapequc. Turnpike, north of Long Island. 
Railroad.. (7 C, 1.8 N., 1.2 W.). Drilleo. by owner in 1909. Al ti tude about 
40 feet above sea level. Reoord furnished by owner. 


Soil and coarse, dirty, gravel . . 
Gravel, coarse, and sand . . . . 
Gravel, coarse, yellow, and sand 
Gravel, medium, Met sand . . . . 
Gravel and sand, olean, fine, modiu..11l and coarse 
gravel, very well assorted and sharp sand . 
Gravel, coarse, and sand 
Gravel, fine, and sand . . . . . . . . . . . . . . . 
Gravel, medium, and sand . . . . . . 
Gravel, medium, and. very fine yellow sand 
Sand, fine, white, and white clay . . . .. .... 
SaTh1, very fine, white. . . . . . . . . . 
Sand, medium, clean, a little fine gravel 
Clay, compact, yellow and gray . . . . . . . 
. . Sand, medium a.nd. coarse, brown . . . . . . 
No record . . . . . . . . . . .. .......... 


. . . . . 


Sand, medium, white, a little fine gravel 
Gravel, coarse, and medium clean sand . . . 


. . . 


(Continued on next page) 


Thickness 
(feet) 


Depth 
(feet) 


2 2 
3 5 
l3 l8 
2 20 
11 31 
9' 40 
5 45 
7 52 
2 54 
2 56 
9 65 
2 67 
1 68 
4 72 
3 75 
2 77 
3 80 



N 139. (Continued) 


Sand, medium, white, a few pieces of fine gravol 
Sand, medium, light gray . . . . . . . . . . . . 


Casing: 8 inches. 


Record compile
 by W. O. Crosby. 


Gravel and sana, yellow, traces of erratic 
material . . . . . . . . . . . . . . . . 


Sand and gravel, yellow, no erratic material 
Sand, fine, buff, micaceous, and streaks of clay. . 
Sand, fine, white, micaceous . . . . . . . . 
Sand, mediu.m. to coarse, white, and gravel . 
Clay, hard, yellow . . . . . . . . . . .. .... 
Sand, medium to coarse, yellow . . . . . . 
No record . . " . . . . .. .... 
Sand, fine, buff, micaceous, and a little gravel 
Gravel, coarse, and medium sand . . . . . . . . .. . 
Sand, medium, buff, micaceous, and a little gravel. 
Sand, fine, white, micaceous . .... 


Thickness 
(feet) 


8 
27 


31 
23 
2 
9 
2 
1 
4 
3 
2 
3 
8 
27 


100 


Depth 
(feet) 


88 
115 


31 
54 
56 
65 
67 
68 
72 
75 
77 
80 
88 
ll5 


N l40. City of New York, Department of \-later Supply, Gas & Electricity. 
Well 7. Wantagh Stream. at Old. Jerusalem Rl., 2.5 miles north of Long Island 
Railroad. (7 C, 2.8 N., 1.4 W.). Drilled by owner in 1909. Altitude about 
55 feet above sea level. RecoI\.1. furnishe\1 by owner. 


Sandy loam . . . . .. .... 
Gravel, coarse, dirty . . . . 
Gravel, coarse, cloan, and sand . . . . 
Gravel, medium, aIk1. coarse sand., yellow . . . . 
Sand, co
rso, and fine gravel . . . . . . 
Gravel, very cjarse, clean . . 
GravE: l? coarse, anet sand. . . 
Clay.7 v.:hi te) soft, sandy 
Sand, :line, brown . . . . . 
Sancl, ftno, yellow, and. rusty sanclstone 
sand, fine, white, and clay dust . . . . . . . 
Sand, medlu.
1 white, clean . . . . . . 
Sand, msdiu.1Jl, rusty . . . . 
Sand, med.iu."'1l, light yellow 
Sand, medium) yellow . . . . 


. . , 


(Continued an next page) 


Thickness 
(feet) 


2 
3 
3 
17 
3 
12 
15 
1 
6 
5 
19 
4 
2 
l8 
8 


Depth 
(feet) 


2 
5 
8 
25 
28 
40. . 
55 
56 
62 
67 
86 
90 
92 
110 
ll8 



N 140. 


( Continued) . 


lOl 


Thicknet1s Depth 
(feet) (feet) 
22 l40 
lO 150 
6 l56 


Sand, medium and coarse, light yellow . . . 
Sand, coarse, gray, and lignite . . . . . . . . 
SanQ, fine, gray, and lignite . . .. ... 


. . 


Casing: 


8 inches. 


Record compiled by W. O. Crosby. 


Gravel and sand, yollow, trace of erratic material. 
Gravel and sand, yellow, no erratic material . . .. 
Gravel, coarse, clean, white, no erratic material . 
Sand, coarse, yellow, and gravel, no erratic 
material . . . . . . . . . . . . . . . . . . 


Sandi yellow, clayey, and crusts of sandstone . 
Sand, fine, yellow, micaceous, partly cemented. 
Sand, fine , white, micaceous . . . . . .. . . . 
Sand, medium, white, micaceous .... 
Sand, fine to. modium, buff, micaceous. . . . . 
Sand, medium, white, micaceous . . . . 
Sand, medium to cOO.1..se, gray, mj.caceous, and 
lignite . 


25 25 
3 28 
l2 40 
l5 55 
7 62 
5 67 
19 86 
6 92 
26 118 
22 140 
16 156 
- .. - 
 


N 141. Ci ty of New Y
)rk, Departmont of Water Supply, Gas Be Electricity. 
Test Well 3. East Meadow Brook, at Old Jerusalem Rd., 2.5 miles north of" 
Long Island Railroad. (7 C, 1.9 N., 4.2 W.). Jetted by owner in 1909. 
Altitude about 40 feet above sea level. Record furnished by owner. 


Sand and coarse gravel, iirty yellow . 
Gravel, coarse . . . . . . . . . . . 
Gravel, fine, and coarse sand . . . . 
Gravel, coarse, rusty . . . . . . 
Sand, coarse and medium, with a little fine gravel 
Gravel, very coarse, and coarse sand . . . . . . . 
Gravel, very coarse, and coarse sand, very rusty . 
Sand, coarse, rusty, with a little Gravel . . . . 
Sand, medium, yellow . . . . . . . . . . . . . . . 
Gravel, coarse, with pieces of white clay . . . . 
Sand, medium., yellow, dirty, with pieces of clay . . . 
Clay, 80ft, sandy, yellow and white . . . . . . . 
Sand, fine, yellow, dirty .. ..... . . . . . 
Sand, fine, yellow, clean . . . . . . . . . . 


. . . . 


(Continued on next page) 


Thiclmes8 
(feet) 


2 
2 
2 
l2 
7 
8 
1 
2 
2 
2 
3 
7 
4 
6 


Depth 
(feet) 
2 
4 
6 
l8 
25 
33 
34 
36 
38 
40 
43 
50 
54 
60 



N 141. (Continued). 


Clay, compact, light yellow . . . 
Sand rock, rusty, very hard . . . 
Clay, white, with spots of rust . 
Sand, fine, white, with lignite, dirty 
Clay, compact, white, sanQ.y, with spots 
Sand, mediwn and fine, white, pieces of 


. . . . 


. . . . 


of rust 
rusty sD.nit- 


stone . . . . . . . . . . . . . . . . . . . . .. 


Clay, compact, white, with spots of rust 
Sand, mediwn and fine, quartz . . . . . . . . . . . 


Casing: 


8 inches. 


Record oompiled by W. O. Crosby. 


Gr
vel and sand, yellow, traces of hard granitic 
material . . . . . . . . . . . . . . 


Gravel and sand, yellow, no erratic material 
Sand and gravel, yellow, lumps of clay, no 
erratic material . . . . . . . . . . . . . . 
Sand, mediwn, light yellow, slightly nicaceous 
Gravel, yellow to white, and white plastic clay 
no erratics . . . . . . . . . . . . 
Sand, medium, yellow, buff clay, and. some pebbles, 
no erratic material . . . . . . . . . . . . . 
Clay, white, plo.stic, some streaks of sand. . . . 
Sand, fine to medium, yellow, micaceous, no clay 
Clay, buff, plastic, streaks 0f micacoous sand . 
Sand., fine to medium, buff to gray, micaceous, 
and s OlUe clay . . . . . . . . . . . . . 
Sandstone, ferruginous, in streaks . . . . . . . 
Clay, white, micaceous, sandy, no lignite 
Sand, fine, gray, lignitic, slightly micacecus . 
Clay, whIte, micaceous, sandy, no lignite . . . 
SD.I1d, fine, buff to ye llow, anet crusts of 
ferruginous sandstone . . . . . . . .. .... 
Clay, white, 
lastIc, and streaks of micaceous sand 
Sand, medium, buff, micaceous, and specks of lignite 


- - - - - - - - - - - - - 


l02 


Thickness Depth 
(feet) (feet) 
19 79 
1 80 
1 8l 
1 82 
1 83 
l3 96 
4 lOO 
9 l09 


l8 l8 
l6 34 
2 36 
2 3B 
2 40 
3 43 
7 50 
lO 60 
10 70 
9 79 
1 80 
1 81 
1 82 
1 83 
13 96 
4 lOO 
9 109 


N 142. :Richard Knabbe. Jerusalem Ave., near 8mi th St., Hempstead. 
(7 C, 1.9 N., 4.2 W.). Record by G. H. Clark from examination of samples. 


(Continued on next page) 



N l42. (Continued). 


No record. . . .. . . . . . . . . . . . 
Sand, ooarse, and gravel, poor
 sortod . 
Sand, coarse, and gravel .. . . . 
Sand, coarse, with small percenta3e of gravel . 


. . . 


Casing: 


4 inches. 


Thickness 
(feet) 
2 
3 
39 
l.5 


l03 


Depth 
(feet) 
2 
5 
44 
45.5 


N l43. City of New Y0rk, Department of Water Supply, Gas & Electricity. 
Test Well 4. East Meadow Brook, 3.7 miles north of Long Island Railroad. 
(7 C, 3.0 N., 4.3 W.). Jetted by owner in 1909. Altitude about 60 feet 
above sea level. Record furnished by owner. 


Soil and fine gravel. . . . . . . . . ... 
Sand, coarse, and medium gravel, dirty . . 
Gravel, very coarse . . . . . . . . .. .... 
Gravel, coarse, and coarse sand, clean . . . . . 
Gravel, coarse, rusty . . . . . . . . . 
Gravel, coarse, clean . . . . . . . . . 
Sand, coarse, and fine gravel . . . . . . . 
Sand, ooarse, and coarse 3I"avel . . . . . 
Sancl, medium and. coarse, anll fine gravel . . 
Sand, medium and fine, and fine gravel . . 
Gravel, coarse, and c.:)arse and medium sancl . 
Gravel, very coarse. . .. .... . . 
Sand, coarse, and gravel . . . . . . . . . . 
Gravel, coarse, with layers of compact white clay 
Gravel, very coarse, rusty, and coarse sand . . . .. 
Gravel, very coarse, rusty, fossils . . . . 
Sand, coarse, and fine gravel . . . . 
Gravel, very coarse, clean . . . . . . . . 
Sand., medium and fine, white, quartz 
Sand, medium and fine, white, quartz, some gravel 
Sand, medium and. fine, white, quartz . 
Sand, medium, white, quartz. ......... 
Sand, medium and fine, white, quartz . . . 
Sand, medium and coarse, white, quartz, dirty 
Sand., ooarse, white, quartz . . . . 
Sand, medium, quartz, dirty. ....., 
Clay, compact, white . . . . . . . . . . 
Sand, medium, lisht yellow . . 
Sandstone, rusty, and white clay . 


(Continued on next page) 


'Phi cknee s 
(feet) 


2 
2 
2 
2 
1 
1 
1 
2 
2 
2 
3 
2 
1 
2 
1 
2 
2 
8 
2 
4 
2 
4 
2 
4 
4 
6 
4 
6 
2 


Depth 
(feet) 


2 
4 
6 
8 
9 
lO 
11 
l3 
l5 
l1 
20 
22 
23 
25 
26 
28 
30 
38 
40 
44 
46 
50 
52 
56 
60 
66 
70 
76 
78 



N 143. (Continued.). 


Sand, medium, white . . . . . . . . 
Sand, medium, white, rusty 
Sand., medium, quartz 


Casing: 


8 inches. 


Record compiled by W. O. Crosby. 


Gravel and sand, yellow, trace of erratic material. 13 
Gravel and sand, yellow, no orratic material 10 
Gravel, coarse, yellow, and layer of hard white clay 2 
Uravel, coarse, yellow, piece of fossil coral . .. 3 
Gravel, fine, yellow . . . . . . . . 2 
Gravel, coarse, yellow . . . . . . . . . . . . .. 8 
Sand, fine to medium, buff, micaceous, sruae gravel. 14 
Sand, modium to coarse, yellow, micaceous ... .. 14 
Clay, whitish, plastic ............ 4 
Sand, medium, yellow, micaceous . . . . . . . . .. 6 
Clay, whitish, and ferruginous sandstone 2 
Sancl, medium, buff, m.icaceous 7 


- - - - - - - - - - 


lo4 


Thickness Depth 
(feet) (feet) 
4 82 
2 84 
1 85 


. .. 


13 
23 
25 
28 
30 
38 
52 . 
66 
70 
76 
78 
85 


N l44. W. T. Lowdon . Fulton St., near Carman Ave., East Meadow. 
(7 C, 4.0 N., 3.3 W.). Drilled by Stanley Malinari in 1937. Driller's log. 


Loam . . . . . . . 
2and and. gravel 
Clay- . . . . . . . . 
Sand and gravel, coarse 


........ 


. . . . 


Casing: 
Static water level: 
Yield: 


6 inches. 
25 feet. 
lOO gallons a minute. 


- - 
 - 
 - - - - 
 - 


- - - - - - - - - - 


Thickness Depth 
(feet) (feet) 
4 4 
40 44 
2 46 
II 57 


N l45. Meaiowbrook Haspi tal. East Mead.ow Brook. (7 c, 4.1 N., 2.6 W.). 
Drilled by A. S. Hutchinson Co., August 1932. Altitude about 90 feet abov
 
sea level. Driller's log. 


(Continued on next page) 



N 145. (Continued). 


105 


Thiokness Depth 
(feet) (tee.t) 
110 llO 
11 18l 
l2 193 
17 210 
79 289 


Gravel and sand ... . . . . . . . . . . . . . . 
C1
, re
 and brown, with some fine sand . . . . . 
Sand I mioaceous ................. 
Sand, fino . . . . . . . . . . . . . . . . , . 
Sand. and. ,small gravel . . . . . . . . . ... . . . 


Caa1nat 
Sore en: 


8 to 6 inches. 
6-inch sat from 277 to 289 feet. 


i 
Static wa
er level: 
I 
I 


30 feet below surface. 


- 
 - - - 
 - - - - - - - . 
 
 - - - 
 - - - 
 - - - - 


- - ... - - - - - 


N l46. City of New York, Department of Water SUpply, Gas Be Electrioity, 
Test Well 8. Wantagh Stream at Bethpa(36 Rd., 3.1 miles north of Long Island 
Railroad, Mont
uk Division. (7 C, 3.9 N., l.8 W.). Drilled by owner in 1909. 
Altitude about 80 feet above sea level. Record furnished by owner. 


Loam, b lac)k . . . . . . . . . . . . . . . . . . . 
S'and. and $ravel, dark brown . . . . 411 . . . . . . 
Sand and large gravel, light yellow . . . . . . . 
Sand, (!ray,' clean, and lar3e tp:-o.vel . . . . . . . 
Sand, brown, and. large 
avel . . .. .... 
Sand, brovn, and large gravel, traaes of iron in 
gl'ave 1 . . . . . . . . . . . . .. .., 
Sand, clean, light brown, and large Gravel . . . . 
Sand, dark brown, and large gravel . . . . . . . . 
Sand, liGht gray, ane'.. large BI'ave1 . . . 11 . . . . 
Sand, darki gray, and large crravel . . . . . . 
Clay, blue . . . . . . . . . . . . . . . . . . . . 
Sand, coa
se, brown . . . . . . . . . . . . . . . 
Sand, fine, dark brown . . . .. . . . . . . . 
Sand., coarse, reddish . . . . . . . . . . . . . . 
Sand, coarse, reddish, and traces of lignite . , ; 
Sand, liGht brown, and gray, mixed . . , . . . . . 
Sand, ooarse, brown, and traces of wood . . . . . 


Casing: 


8.inches. 


(Continued an next pa.Ce) 


Thickness 
(feet) 


2 
28 
12 
lO 
9 
7 
19 
2 
l3 
26 
10 
4 


Depth 
(feet) 


1 
9 
2 
8 
8 


1 
10 
l2 
20 
28 
30 
58 
10 
80 
89 
96 
115 
117 
130 
156 
l66 
l70 



N l46. (<:ontinued ) . 


Record compiled by W. O. Crosby. 


Thickness 
(feet) 


106 


Depth 
(feet) 


Gravel and. sand, yellow, traco of erratic material. 20 20 
Gravel and sand, yellow, .no erratic rrLaterial . 60 . 80 
Sand, fine to medium, buff, micaceous. . . 9 89 
CID\Y, laminated, {Jray, micaceous . . 1 96 
Sand, medium, buff, micaceous . . . . . II l01 
Sand, fine, yellow, micaceJus . . . . 8 115 
Sand., medium, buff, micaceous . . . .. 15 l30 
Sand, fine, white, micaceous, a

 trace of lignite. . 2 l32 
Sand, medium, buff, micaceous, and trace of lignite. 3B 110 


N l41; City of New York, Department of Water Supply, Gas & Electricity. 
Well 9. 3 miles west vf Central Bark. (1 C, 5.0 N., 1.9 W.). Altitude 
about l05 feet above sea level. Record compiled by W. O. Crosby. 


Sand, medium to coarse, yellow, and. '31'a.vel, many 
to few erratics . . . . . . . . . . . . 
Sand and gravel, medium to coarse, yellow, no 
erratic materia,!' . . . . . . . . . 
Sand, coarse, rusty, and gravel, lU1Jl.i?s of gray cla.y, 
no erratic material . . . . . . . . . . . . 
Clay, white, plastic, and gray micaceous sandy clay. 
Sa.nd., fine to very coarse, yellow, and gravel 
Sand, medium, yellow, and a little fine gravel, no 
erratic material . . . . . . . . . . . . . . 
Sand., fine to medium, and. brown to redd,ish clay, 
sliBhtly m:f.caceous . . . . . . . . . . . . . 
Clay, brown, sandy, micaceous, (chocolate clay) 
Clay, dark and l1cht crray, laminated, micaceous, 
san1y, pyrite abundant . . . . . . . . . . . . 
Clay, brownish-drab (chocolate) plastic, no pyrite. 
Sand, fine to medium, brownish, mica.ceous, clayey, 
no pyrite .. . . . . . . . . . . . . . . . . 
Sand, medium, yellow, some mica . . . . . . . . . . 
Clay, dark sray and chocolate, micaceous, sandy 
streaks and pyrite nodules . . . . . . . . . . 
Sand, medium, clayey, micaceous, yellow . . . . . . 


Thickness 
(feet) 


40 
28 


5 
1 
6 


l5 
46 
9 


2 
5 
18 
4 


1 
28 


Depth 
(feet) 


40 
68 


13 
14 
80 


95 
l41 
150 
152 
151 
175 
179 
180 
208 



407 


N l48. Hicksville Water District. Well 3. NewbridBe id., south 
of Duck Lane, Hicksville. (7 C, 5.1 N., 1.9 W.). Drilled by'L
e-New 
York Co., Inc., October 1930. Altitude ll5.19 feet above sea leve!. 

ecord furnished by owner. 


Thickness Depth 
(feet) (feet) 
Sand, coarse, and Gravel. . . . . . . . . . . . 55 55 
Sand, coarse . . . . . . . . . . 6l.9 116.9 
Clay, soft, and Gravel 2l.3 l3B.2 
Sand and. gravel . . . . . . . . . . 20 l58.2 
Clay, red, and gravel . . . . . 79.4 231.6 
Sand, packed . . . . . . l6.1 253.7 
Clay, blue, and Jravel . . . . 24 217.1 
Sand., coarse, white . . . . . . . . . . . . . . 23 300.7 
Clay, gray . . . . . . . . . . 12 3l2.1 
Sa.nd, 
ed.ium, white . 43 355.1 
Clay, gray . . . . . . . . . . . lO 365. 7 
Sand. , coarse, yellow . . . . . . . 34.3 400 
Sand, coarse, white 35.2 435.2 
Clay . . . . . . . . . . . 12 447.2 
Sand, medium, yellow . . . 73 520.2 
Clay, yellow . . . . . . . . . . . 3 523.2 


Record by F. G. Wells from eXD.11lino.tion of samples. 


Depth 
represented 
by sample 
(feet) 


Sand., coarse, brown, heter:)l
ene :)us , 3lac ial . . . . 
Pebbles, well rounded, quartz, fragments, which 
were probab
 as large as 1 inch before breaking, 
same grains of granite or gneissoid pebbles 
Sand, medium grained, whi.!-e, quartz . . . . . . . . 


55-ll0 


l38-l50 
365-435 


Screen: 


l8.inch set from 133.3 to l52 feet. 
12-inch set from l33.3 to 152 feet. 


Pumping test: 
Nov. 6, 1930. 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


48 feet. 
98 foet. 
50 feet. 
l,080'gallons a minute. 
22. 



108 


N 149. Hicksville Water District. WeIll. Bethpage Rd., west of 

ng Island Railroad. (1 D, l.8 N. 1.2 W.). Drilled by 
r

on & Reed, 
+nc., June 1924. Al ti tude of bas

ump l6l.l9 feet above 
,
a ,level. 
R
cord furnished by owner. . , 


Thickness Depth 
(feet) (feet) 


......... 


. . 


89 
/lO 
28 


89 
99 
l21 


Gravel . . . . 
Sand, coarse . 
Gravel . 


. . 


Casing: 
Static water level: 
Yield: 


15 inches. 
31 feet below base of pump. 
575 gallons a minute with 24 foot drawdown. 


- - - - - - - - - - 
 - - - - - - - - - - - - - - - - - - - - - - - - 


N l50. Hicksville Water District. Well 2. Bethpage Rd., west of 
Long Island Railroad. (7 D, l.B N., 1.2 W.). Drilled by Karlson & Reed, 
Inc., July 1924. Altitude of base of pump 162.0 feet above sea level. 
Record furnished by owner. 


Thickness Depth 
(feat) (feet) 


Gravel . . . . . 
No recoro. 
Gravel, coarse . 
Gravel, heavy 
Sand., yellow . 
Grave 1 . . . . 


. . . . . 12 l2 
. . . . 25.5 31.5 
. . . . . . . . 20 51.5 
. . . . . . 35.5 93 
. . . . . . 8.1 lOl.7 
. . . . . . . . 28.3 l30 


Casing: 
Static water level: 
Yield: 



5 inches. 
44 feet below base of pump. 
540 gallons a minute with 29 foot drawdown. 


N l5l. Orazio Iovino. About 0.3 mile north of Prospect Ave., and 
about 0.3 mile west of Cantiage Rd., New Cassel. (1 D, l.3 N., 2.9 W.). 
Drilled by C. W. Lauman & Co., April 1935. Log compiled by G. H. Clark 
from an oxamination of samples. 


No record . . . . . . . . . 
Sand and gravel, dirty 
Sand. and gravel, clean . . . 
Sand and gravel, poorly sarted 
Sand, fine, yellow . . . . . .. .. 
Sand, medium to coarse, light yellow, 


. . . 


1 
. . . . . 7 
2 
. 25 
. . . 24 


Thickness Depth 
(feet) (feet) 
1 
8 
lO 
35 
59 


. . 


. . 


wi th some 


fine gravel . . . . . . . . . . . . . . . . .. . 22 81 



109 


N l52. Village of Old Westbury. Well l. About 100 feet north of 
Jericho Turnpike, 0.3 mile east of Powell's Lane, 1 mile east of Post Ave., 
Old Westbury. j (7 D, 1.6 N., 3.8 W.). Drilled by Layne-New York Co., Inc., 
May 1935. Altitude about' l42 feet above sea level. Log compiled by H. B. 
Blank from driller's log and examination of samples. 


Sand., coarse, light brown, and fine gravel . 


Clay . . . . . . . . . . . . . 


........ 


. . . . 


sana, fine, yellowish-brown . . . . . . . . 
Sand, fine, yellowish-brown, with streaks of very 
fine sand or sandy' clay . . . . . . . . . . . . . 
Sand, fine and medium, yellovish-brown, with a 
little coarse sand . . . . . . . . . . . . . . 
Sand, fine and medium, yellcnYiah..gray, with a 
little coarse sand . . . . . . . . . . . . . . . 
Sand, fine, yellowish-gray, with streaks of very 
fine saIld. . . . . . . . . . . . . . . . . . . 


Clay, sandy, yellow and white ........... 
Sand, fine, gray, with numerous limonite concretions 
Sand, fine, gray, with limonite concretions . 
Sand, fine, and. coarse, gray, brownish from 
abundant limonite concretions . . . . . . . 
Sand, fine, and coarse, brownish-gray, with 
considerable limonite . . . . . . . . . . 
Sand, fine, medium and coarse, yellowish-brown . 
Clay, whi te. . . . . . . . . . . . . . . . . . . 
Sand, grayish-white, with streaks of clay and fine 
gravel, some blue quartz. ... . . . . . 
SaI1d. J gray . . . . ....... . 
Clay, sandy . . . . . . . . . . . . . 
Sand:, reddish . .. . . . .. . . . . . 
Sand, coarse, brown, and. gravel . . . . . . 


Thickness 
(feet) 
60 
8 
2l 


. . 


49 
52 
26 


29 
6.5 
21.2 
19.9 


2l.2 


21.7 
24.9 
4 


l3.2 
40.6 
10 
3l 
42.2 


Casing: 
Screen: 


l6 to 8 inches. 
8-inch set from 436 to 476 feet. 


Pumping tests: 
May 2, 1935. 


Static water leval: 
Drawdown: 
Yield: 
Specific capacity: 


Aug. l2, 1935. 


Static water level: 
PumpIng water level: 
Drawdown: 
Y
eld : 
Specific 'capacity: 


Depth 
(feet) 
60 
68 
89 
l38 
190 
216 
245 
251.5 
272.7 
292.6 
3l3.8 
335.5 
360.4 
364.4 
377 .6 
4l8.2 
428.2 
459.2 
501.4 


61 feet. 
50 feet. 
800 gallons a minute. 
l6. I 


60 feet. 
88 feet. 
28 feet. 
532 gallons a minute. 
19. 



llO 


N 153. F. S. Von Stade. Powell's Lane, Westbury. (7 D, 2.3 N., 
.8 w.). 
Drilled by Conlan. ' 


Thickness' Depth 
(feet) (feet) 
140 l40 
20 160 
2l l8l 


Gravel and fine sand . . . 
Clay- . . . . . . . . . . . . 
Sand, fine - water-bearing . . . 


'. .... - - - - 


N 154. George E. Kent. Jericho. (7 D, 3.2 N., 2.0 W.). Drilled by 
Artesian Well & Supply Co., December 1922. Infol
tion furnished by 
Suburban Engineering Co. 


Thickness 
(feet) 
224 


Depth 
(feet) 
224 


Sand and gravel, coarse. . . 
Clay . . . . . . . . . . . 


Casing: 
Screen: 
Water level: 
Yield: 


- - - - 
 - - - 
 


. . . 


8 inches. 
11 feet of l4 gage Cook. 
185 feet. 
50 gallons a minute. 


N l55. Mrs. B. Wallach. Jericho Rd., about 600 feet fram Pine Hollow 
Rd., Brookville. (7 D, 4.0 N., 2.2 W.). 


Screen: 
Wator level: 
Yield: 


Set from l84 to 206 feet. 
l35 foet. 
50 gallons a minute. 


- 
 - - - - - - - - - - - - - - - - - - - - - - - - 
 - - 
 - - 
 
 


N l56. P. W. Livermore. Cedar Swamp Rd., Jericho. 
(7 D, 3.5 H., 2.9 W.). Drilled by Artesian Well & Supply Co. 


Screen: 
Water level: 
Yield: 


Set from 147 to l59 feet. 
l22 feet. 
80 gallons a minute. 


- 
 - 
 - 
 - - - - - - 


N l57. J. N. Hill. Wheatley Rd., near Codar Swamp Ed., Wheatley 
Hills. (7 D, 3.9 N., 4.2 W.). Diameter 6 inches, depth about 300 feet. 
Measl.:tring point: top of 6-inch casing, about flush with land surface, and 
2l8.6B feet above mean sea level. 


(Continued on next page) 



llf 

 l57. (Continued). 
An automatic water-stage recorder was installed on this well September 
.22, 1932 and is still in operation. 
Lowest water level in feet above mean sea level 
(from recol
er charts) 
Water Water Water 
Date Level Date Level Date Level 
1932 1934 1936 
Oct. 1 76.93 June 1 77.49 Aug. 1 81.l4 
Nov. 1 77.01 July 1 78.01 Sept.1 8l.37 
Dec. 1 76.82 Aug. 1 78.29 Oct. 1 8l.48 
1933 Sept. 1 78.66 Nov. 1 8l.33 
Ja:n:-l 76.06 Oct,_. 1 79.10 Dec. 1 8l.03 
Feb. 1 76.32 Dec. 1 19.48 1937 
Mar. 1 16.32 1935 Jan. 1 81,23 
Apr. 1 16.33 Jan. l' 19.68 Feb. 1 81.57 
May 1 75.95 Feb. :2 80.04 Mar. 1 al.58 
Aug. 1 76.36 Mar. 2 80.03 Apr. 1 8l.13 
Sept.l 76.64 Apr . 1 80 .ll May 1 8l.92 
Oct. 1 76.65 May 1 80.l6 June 1 82.43 
Oct.31 76.95 June 1 80.47 July 1 82.52 
Dec. 1 76.60 Aug. 1 8l.12 Aug. 1 82.94 
1934 Dec. :3 81.20 Sept.l 83.20 
Jan: 1 77.0; 1936 Oot. 1 83.27 
Feb. 1 76.98 Jan:- 1 80 .90 Nov. 1 82.92 
Mar. 1 76.92 May 2 80.78 Dec. 1 8:3.l0 
Apr. 1 77.25 May 3l 80.92 
M
 1 77.25 July 1 81,04 

--......- 


More detailed water level data are available ih the Jamaica office of 
the U. S. Geologioal Survey. 


- . - . 
 - - - . - - - - - - - - - - - - - . - 


N l58. Jdhn Scheepers. West Hempstead Turnpike" Brookville. 
(7 D, 5\4 N., 3.9 W.). !)rilled by Artesian Wall & Supply Co., June 1930.. 


. Casing: 
Depth: 
Screen: 
Statio water level: 
Yield: 


8.inches. 
259 feet. 
lO feet of No. l4 Cook. 
97 feet. 
7l gallons a minute. 



ll2 


N-159. Bronson Winthrop. Well 2. (7 D, 5.1 N., 2.4 W.). DrIlled 
by ArteE:1ian Well & Supply Co. Altitude about 280 feet above sea level. 
Record furnished by Suburban Engineering Co. 


Thickness Depth 
(feet) (feet) 
Surface loam . . . . . . . . . . . . . . . . . . 5 5 
Sand, earthy, coarse to fine, with small pebbles . . 20 25 
Sand, very fine to coarse, c lean angular grains, 
small pebbles 1/8 to l/2 inch . . . . . . . . 85 llO 
Sand, earthy . . . . . . . . . . lO 120 
Sand, medium to coarse . . . . . . . . . 50 110 
Sand and red clay. . . . . . lO 180 
Clay, gray . . . . . . . . . . . lO 190 
Clay, sand, and pebbles. . . . . . . . . . lO 200 
Clay, blue, black. . . . . lO 210 
Clay, light. . . . . . . . . . . . . 23 233 
Sand, fine, white. . . . . . . 2 235 
Sand, coarse, white. . . . . . . 50 285 
Sand, medium coarse. . . . . . . . . . . . . . 25 310 
Clay, sandy. lO 320 
Clay, light. . . . 15 335 
Sand. , coarse . . . . . . . . . lO 345 
Sand, fine . . . . . . . . . l7 362 


Casing: 
Screen: 
Statio water level: 
Yie ld : 


8 inches. 
10 feet. 
207 feet. 
95 gallons a minute. 


- - - - - - - - 
 - 
 - - - - - - - - 
 
 - - 


N l60. Charles H. Senff. Muttontown Rd., and Pine Hollow Rd., East 
Norwich. (1 D, 5.4 N., 1.9 W.). Drilled by Artesian Well & Supply Co., 
December 1922. Information furnished by Suburban Engineering Co. 


Casing: 
Depth: 
Screen: 
Water level: 
Yield: 


10' to 6 inches. 
519 feet. 
23 feet of Cook. 
l18 feet. 
lOO gallons a minute. 


- - - - 
 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 


N 161. James A. Burden. Muttontown Rd., about l/2 mile west of 
Syosset Railroad station. (1 D, 4.9 N., 0.8 w.). 


Screen: 
Water level: 
Yield: 


Set from 163 to l15 feet. 
l32 feet below pump house floor. 
l56 gallons a minute. 



ll3 


N 162. Robert E. Too. Underhill Lane, Syosaet. (Second well). 
(7 D,5.2 N., 0.2 W.). Drilled by Artesian Well Ct Supply Co., M8J' 19
2. 
+nformation furnished by Suburban Engineering Co. 


; Depth : 
_ Casing: 
Screen: 
Water level: 
Yield: 


197.5 feet. 
8 inches. 
1l feet of Cook. 
144 feet. 
60 gallons a minute. 


- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 
 - - 


N l63. Charles H. Theriot. Mill River Hollow Rd., about l,OOO feet 
north of Flushing...North Hempstead. Turnpike, East Norwich. 
(7 E, 0.7 N., 2.3 W.). Drilled by Conlon in 1916. Information furnished 
by Suburban Engineering Co. 


Depth: 
Casing: 
Water level: 
Yie Id : 


164 feet. 
a inches. 
63.5 feet. 
169 gallons a minute. 


- - - - - - - - - - 
 - - - - - - 


N l64. J. J. Watson. Brook
ille. (7 E, 0.4 N., 3.7 W.). Drilled 
by Artesian Well & Supply Co., February 1923. Record furnished by Suburban 
Engineering Co. 


Clay . . . . . . . . . . . . . . 


Thickness 
(feet) 
125 
22 


Depth 
(feet) 
l25 
l47 


Gravel, coarser near base. . . . . 


Depth: 
Casing: 
Screen: 
Water level: 
Yield: 


147 feet. 
8 inches. 
lO feet of No. l4 gage Cook. 
77 feet. 
85 gallons a minute. 


N l65. C. Oliver Iselin. Upper Brookvilla. (7 E, l.2 N., 3.8 W.). 
Altitude about 100 feet above sea level. Record furnished by Suburban 
Engineering Co. 


Thickness 
(feet) 


Depth 
(feet) 


Sand and gravel. . 
Sand. . . 
Clay . . . . . . . 


. . . . 


. . . 


35 
5 
l5 


35 
40 
55 


. . . . 


. . . 


(Continued on next page) 



114 


N l65. (Continued). 


Thickness Depth 
(feet) (feet) 
Sand, fine . . . . . . . . . . . . . lO 65 
Sand and gravel. . It. . 20 85 
Sand . . . . . . . . . . . . . . . lO 95 
Sand. and gravel. . . . . . . . lO l05 
Sand, fine, and gravel . . . . . . . . . 5 110 
Sand and. gravel. . . . . . . . . . 30 l40 
Sand, clay, and gravel . 5 145 
Clay . . . . . . . . . . . . . . . 15 160 
Sand and clay. . . . . . . . . . 5 l65 
Sand . . . . . . . . . . 5 l70 
Clay . . . . . . . . . . 5 175 
Clay and gravel. . . . . . . 35 210 


Screen: 8-inch set from 125 to l35 feet. 


- - - 
' . 
 - - - - 


N l66. Piping Rock Water Co. WeIll. Matinecock. 
(7 E, 2.0 N., 3.8 W.). Drilled by Ralph B. Carter Co., in 1936. Driller's 
log. 


c 
 .fj.
\' . . 


Thickness Depth 
(feet) (feet) 
. . . . . . . 6 6 
. . . . 6 12 
. . . . 3 l5 
. . . . 6 2l 
. . . 4 25 
. . . . . 17 42 
. . . . . . . l3 55 
. . . lO 65 
. . . . . . . . . . 5 70 
. . . . . 5 75 
. . . 7 82 
4 86 
. . . 32 118 


Loam.......... 
Gravel . . 
Stones . . 
Gravel . . . . . . . . . . 
S

 and clay. . . 
8a
d and gravel. . 
Bt.. 1':.7. rJ e1's 


S[ij,j'). , fine . . 
C la.y . . . . . . . . . 
Sand and stones. . 
Clay . . . . . . . . . . 
Gravel, coarse, and. stones . 


Casing: 
Screen: 


6 inches. 
5-5/8 inches set from 95 to 115 feet. 


Pumping test: 


Static water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacity: 


4.9 feet. 
12.4 feet. 
7.5 feet. 
200 gallons a minute. 
27. 



N l67. Piping Rock Water Co. Well 2. Matineoock. 
(7 E, 2.0 N., 3.8 W.). Drilled by Ralph B. Carter Co. Driller's log. 


Thieme.. 
(teet) 


!,oem. . . . . . .. . . . . . . . 
Stones .. . . . . . . . . . . . . , . 
Sand. , fine . . . . . . . . . . . . . 
Clay, hard . .. . . . . . . . . . . . . . 
Clay, 80tt . . . . . . . . . ... 
Sand. and c l8.1 . . . . . . .. . . . 
Sand, coarse, and gravel . . . . 


. . . 


5 
16 
3l 
13 
l3 
l8 
27 


. . . 


. . . . 


. . . . . 


Casing: 
Screen: 


6 inches. 
6-inch set from 100 to 120 teet. 


Pumping test: 


Reported to be the same as on Well l. 


115 


Depth 
(feet) 
5 
21 
52 
65 
18 
96 
123 


N 168. Sterling Poetley. Mill River Hollow Rd., Oyster B83. 
(7 E, 1.8 N., 2.3 W.). Information obtained from Suburban Engineering Co. 


Depth: 
Casing: 
Soreen: 
Water level: 


l89 feet. 
4 inches. 
Set trom 170 to 182 feet. 
139 teet. 


- - - - - - - - - - - 
 . - 
 
 - - 
 - . - - 
 
 
 .. - - - 


N 169. Gravel pit about 1 mile south of Oyster Bay. 
(7 E, l.5 N., 1.9 W.). Drilled by E. K. Hutchinson & Son, Altitude about 
90 feet above sea level. Driller's log. 


ThIckness Depth 
(feet) (feet) 
. . . . . 120 · 120 
mixed . . . . . 40 160 
. . . . . . . . 22 182 
- - - - --.... - - - - 


Sand and gravel. . . . . . . . . . . 
Cl
, black, and ooarse quartz sand, 
Gravel, very coarse, granitic. . 


N 110. Charles E. F. McCann. Berry Hill and Sand Hill ids., Bast 
Norwioh. (1 E, l.2 N., 0.8 W.). Information obtained from Suburban Engineer- 
ing Co. 


Depth: 
Yield: 


295 feet. 
100 gallons a minute in 1914. 



ll6 


N l7l. B. G. Works. Farm at West Shore and Clefts Rds., Oyster .Bq. 
(7 E, 3.3 N., 2.6 W.). Drilled by E. K. Hutchinson & Son February 1921. 
Record furnished by Suburban Engineering Co. 


Thickness 
(feet) 


Depth 
(teet) 


S
stone, red . . 
Gravel, fIne . . . 
Gravel, ooarse . . . . . 


. . . 


. , . . . 


5 
20 
79.3 


5 
25 
104..3 


. . . 


.. , 


. . 


. . . . . . 


Screen: 
Static water le
el: 
Yield: 


l2 feet of 4-inch. 
72 feet. 
24 gallons a minute. 


- . 
 
 - - 
 - - - - - - - . - - - - - 
 
 - 


N l72. Arthur V. Davis. 
Drilled by Ralph B. Carter Co. 
ing Co. 


Clefts Rd., Mill Neck. (7 I, 3.7 N., 3.0 W.). 
Information furnished by Suburban Engineer
 


Depth: 
Casing: 
Screen: 
Yield: 


434 feet. 
6 inches. 
Set from 414 to 434 feet. 
75 gallons a minute. 


- - - - - - . - - - - - - - - - - - - - 


N l73. Myron C. Taylor. Lattingtown. (7 E, 4,.2 W., 4.1 W.). 
Drilled by Artesian Well & Supply Co., March 1920. Altitude about 20 feet 
above sea level. Reoord. furnIshed by Suburban Engineering Co. 


Thickness Depth 
(feet) (feet) 
Sand . . . . . . . . . . . 20 20 
Clay, stiff, 
1te . . . . . . . . . . . 250 270 
Clay, sandy. . . . . . . 20 290 
Gravel . . . . . . . . . . . . . l3 303 
Clay, sandy . . . . 57 360 
Gravel . . . . . l3 373 
Clay . . . . . .. . . . . 1 374- 
Gravel . . . . 23.5 397.5 


Casing: 
Soreen: 
Water level: 
Yield: 


6 inches. 
II feet of Cook. 
19.5 feet below land surface. 
68 galions a minute. 


'" 



U1 


N 174. S
 B. OUterbridse. South end ot Center Island. 
(7 1:, 3.6 N., 1.6 W.). Drilled b1' C. W, Lauman &. Co., JanU&17 1934. 
Altitude about 5 teet above 8ea level. Driller's lOSe 


ThioJme.. 
(teet) 


Deptla 
(teet) 


10__, O
, and sand . . . . . . . . . . . . .. 5 , 
Sand and gravel. . . . . . . . . . . . . . . . . .. 9 14 
Cl81' , grq . . . . . . . . . . . . . . . . . . . .. 30 " 
Sand, ooar.e, and gravel, ,w$ter-bearing. . . . . .. 65 109 
Seni, tine, sra1'1eh-
wn18h, and olq . . . . . .. 1 116 
Cl
, tOUSb, graf. . . . . . . . . . . . . . . . .. 74 190 
Gravel, cova., grayish, ani 0183, contains pebbles 
of schist and granite, not water-bearing. . . .. lO 200 
018.1' , srq . . . . . . . . . . . . . . . . . . . .. 22 222 
Gravel, coarse, and cl8.1 . . , . . . . . . . . 
... 14 236 
C
, straw-oolored, sandy . . . . . . . . . . . . 
 


Yield: 


60 sallons a minute b1' natural tlow reported. b1' owner 
on October 7, 1936. 


- 
 - . . - - - - - - - - - - - - - - - 


N 175. Paul B. Bichardtz. About 100 teet east ot Center Island Bd., 
and about 400 teet troa salt water, Center Island. (7 E, 4., N., 1.1 W.). 
Drilled b1' C. W. Lauman & Co., Ju17 1935. Lo8 ccapiled b1' G. B. Clark from. 
exa.lnation of samples. 


Thickness Depth 
(feet) (teet) 
Seni, dark brown, clq, and gravel . . . . . . . . 2 2 
C 181', brown, sandy, and coarse gravel. t . . . . . . . 8 10 
Sand and gravel, light brown, olayey . . . . . . . . .,0 40 
Sand, brown, and coarse gravel, sQUle 018.1. . . . . . . 3 4, 
Sand and gravel, light brown, ol
el . . . . . . . . . 31 14 
Sand, medium, light brown, and gravel. . . . . . . . . 13 81 
Sand anci. coarse gravel, light brown. . . . . .. . . . . 8 95 
Sand and m\Jdium gravel, light brown. . . . . . . . . . 4 99 
Sand, ocarse, white, and gravel. .. . . . . . . . . . . l' 114 
Sand, coarse, white, and coarse gravel . . . . . . . . 3 111 
Sand, medium, white. . . . .. . . . . . . . . . . . . . 9 126 
Sand, very light brown, medium to ooar8e grains . . . . 29 1" 


Casing: 
Soreen: 
Static water level: 
Drawdown : 
Yield, 


6 inches, 
No. 50 slot JOhnson set trom 81 to 85 teet. 
54.3 feet. 
l2 teet. 
20 gallons a minute. 


Salt water reported below 85 feet. 



+18 


N'l16. Nelson B. Burr. Center Island Di., Center Island. 
(7 E, 4.4 N., l.O W.). Drilled by Artesian Well & Supp1J' Co., in 1919. 
Information obtained from driller. 


ThickneS8 
(feet) 


Clay reported at . . . . . . . . . . . . . . . 
Sand, water-bearing,. at . . . . . . . . . . . 


. . 


. . 


Depth: 
Yield : 


356 teet. 
100 sallons'a minute. 


Depth 
(feet) 
310 
327 


N 177. Colgate Hoyt. Composite log of 2 wells. Northeast shore of 
Center Island. (7 E, 5.4 N., 0.8 W.). Drilled by Boyd Engineering Co., in 
1906. Altitude about lO feet above Sea level, . Record collected by W. O. 
Crosby. 


Thickness 
(feet) 


Depth 
(feet) 


Top soil . . . . . . . . . . . . 3 :3 
Sand and clay . . . . . , . , . . . . . . . . 12 l5 
Clay . . . . . . . . . . . . . . 43 58 
Sand and gravel . . . . . . . . 23 8l 
Sand . . . . . . . . . . . . . . . . . . 63 144 
Clay, hard . . . . . . . . . . . . . . ll3 257 
Clay, white, and sand . . . . . . . . . . . 37 294 
Sand. , white . . . . . . . . . . . . . . . . . l5 309 
Qu1ck
an
 and gravel . . . . . . 15 324 


N 178. R

r
' Donniez. Jackson Ave., Seaford. (8 B, 5.1 N., 3.7 w.). 
Drilled by Bp,n
f:
"lJin T. Ebbets, June 1937. Driller's log. 


Thickness 
(feet) 


Sand j . . . . 
C 1a
 a.:....i e and . . 
C 1a
\' i
 . c . . 
Gra';'G
 . . . . . 
! 


.. . . . . . . . . . . . . . . , 


7 
19 
40 
2 


........... .. 


. . . . 


........ 


...... ........ 


Casing: 
Screen: 


l-l/4 inches. 
2-l/2 feet of l-l/4 inch. 


Pumpihg test: 
June 29, 1937. 


Depth 
(feet) 


1 
26 
66 
68 


Drawdown: 
Yield: 


4 feet. 
5 gallons a minute. 



ll9 


N J. 79. City of New York, Department of Water Supply, Gas & Eleotricity. 
Seafo
!' (8 p, O
5 N., 3.9 W.). Altitude aboqt 25 feet above sea level. 
Record turnished by owner. 
/. 7 . .. 
. .¥ 


Top soil . . . . . . . . . 
Sand, coarse, yollowish .... . . . . . . . . 
Sand and. gt"ftvel . . . . . . . . ; 
San(
.
 
1l3d.i '.l'J:, light colored, with a little gravel 
Sane_,_ L1(:3d.i<

., ] l
1
1t colored, with fine gravel 
Cla:r t... 4 I . . . . . . . . . . 
Sar...rl j fine, light colored . . . . . . . 
Sand, voarsu, black and white . . . . . . 
Sanl1., fine, white, some wood . 
SanD., fine, white . .. .... 
Sand end black wood .. ..... . . 
Sana.) fine., -white .. . 
Sand, medium, white 


. . . 


. . . . 


. . . 


. . 


Thickness 
(feet) 
2 
39 
4 
7 
3 
12 
3 
.5 
25 
25 
9 
26 
19 


Depth 
(feet) 


2 
41 
45 
52 
55 
61 
10 
75 
100 
125 
134 
l60 
119 


N 180. City of New York, Department of Water Supp
, Gas & Electricity. 
Test Well. Seaman's Neck Rd., Seafcrd. (8 C, 0.5 N., 3.9 W.). Altitude 
24 feet above sea level. Rocord compiled by W. O. Crosby. 


Gravel and sand, yellow, some erratic material . 
Gravel and sand, yellow, no erratic material. . 
Clay, e;ray, with partinGs of quartz flour . . . 
Sand, fine, gray, trace of Cluy . . . . . . 
Grave: and sand, coarse, quartz, no erratic 
material . . . . . . . . . . . . . . . 
Sand, coarse to fine, white to gray, trace of 
li{3nl te . . . . . . . . . . . . . . . 
Clay, plastic, gray . . . . . . . . 
Sand, fine, white, and lignite . .. . . . . 
Clay, 1ark, gray, carbonaceous, and micaceous. . 
Sand, fine, gray and white, and lignite 
Clay, gray, plastic . . . . . . 
Sand., fine, {Jray, and lignite 
Clay, [!,X'ay, and lignite . . .' 
Sand, fine, white, and lignite . 
Clay, gray, plastic 
Sand, white, and liGnite . . . . . . . 
Clay, :plastic ....... . . . . ,to 
Sand, white, and lignite . . . . . 
Clay, white, plastic . . . .. . . . . . . . 
Sand and gravel, with lignite . .. . . . . 
. Clay, white, plastic. . . . . . . .. . . . 
Sand. and gravel, wh! te, coarser near base 


. . . . 


. . . . 


. . 


Thickness 
(feet) 


30 
18 
12 
4 
4 


124 
13 
109 
15 
47 
.5 
20.5 
II 
l8 
11 
19 
3 
lOO 
9 
100 
35 
59 


Depth 
(feet) 


30 
48 
60 
64 
68 


192 
205 
314 
329 
376 
376.5 
397 
408 
426 
437 
456 
459 
559 
568 
668 
103 
762 



120 


N 181. Oi ty of New York, Board of 'fa ter SU'Pply. Dee-p '''
+ 10. \ 

OO feet east and 200 teet south of Seaford Station, Long Isl$n
 
ilroad. 
(8 C, 0.6 N., 3.6 W.). Altitude 24 feet a.bove sea level. 

+\,


 
n 
City of New York, Board of Water SUp-ply, Long Island Sources':.'t,!-Q
"'$ .1, 
'P,. .
24, 19l2, in which a more detailed log 1s given. . '." ,>;,," , 
Thiokn
.s, Depth 
(feElt) :'. (feet) 
Top soil. yellow sand. and gravel . . ..... 40"\: 40 
Sand. gray, fine gravel. trace of clay, some white 
mica . ....... ... . .. 12 52 
Clay, dark gray. trace of gravel . . . . . . . . .. 13 65 
Sand. coarse, gray. shells and gravel abundant . 3 68 
Sand, fine, gray, some white mioa and lignite 14 82 
Shells, clay, and fine gravel, and lignite. . 9 91 
Clay, dark gray, fine gravel, som6 shells 22 113 
Sand, white, ooarse, and fine, mica and lignite 527 640 
Sand, ooarse, gray, fine gravel, traces of clay and 
lIgnite, some white 
ica . . . . . . . . 10 650 
Sand, fine, white, traces of clay and lignite, 
some whi te mi ca . . . . .. .... 10 660 
Sand, fine and coarse, gray .. .. 11 671 
Sand, very fine, white, and fine gravel. traces of 
lignite and white mica .. . . . . 14 685 
Clay, light gray. some gravel ....... 1 686 
Sand, white, fine to coarse, some clay, lignite, 
and white mica . . . .. ........ 34 720 
Gravel, gray, and sand, somo clay and lignite 62 782 
Gravel, gray, some sand and clay 
 . . 23 805 
Clay, white, some sand. . . . . . . . . . . . . 2 807 
Gravel, gray, some gray clay, fine sand, and lignite 1.3 820 
Clay, white, with some gravel and lignite . . . .. 10 830 
Sand, medium and fino, white, som
 whitE mica and 
lignite . . .. . . . . . . . 182 1012 


Record com
ilcd by W. O. Crosby. 


Top soil, yellow . . . . . . . . . . . . . . . . . . 
Sand and small gravel. yellow, some erratic material 
Sand, coarse, light yellow, and gravel, few erratics 
Sand, gray, micaceous, fine gravel, traces of clay . 
Clay, dark gray, traces of gravel . . . . . 
Sand, coarse, gray, shells and gravel, shells 
abundant .. . . . . . . . . . . . . . . 
Sand, finc, gray, micaceous . . . . . . . . 
Sand, light gray, and some lign
te . 
(Continued on next page) 


3 3 
17 20 
10 30 
22 52 
13 65 
3 68 
4 72 
10 82 



N 181. (Continued) 


Clay and fine gravel, wi th ligni te and abundant 
shell s . . . . . . . . . . . . . . . . . . 
Clay, dark gray, fine gravel, and some shells . . 
Sand, coarse to fine, white, micaceous, with 
traces of lignite. . . . . . . . . . . . 
Sand, coarse to fine, white, micaceous, with 
traces of cl
 and lignite . . . . . . 
Sand, very coarse, white, micaceous ... . . . . 
Gravel, white clay, lignite and pyrite . . . 
Sand, coarse, white, micaceous, traces of clay and 
ligni te . . . . . . . . . . . . . . 
Sand, fine, white, fine gravel, and traces of 
ligIli te . . . . . . . . . . . . . . . . . . . . 


Sand, coerse, whito. and traces of clay and ligIlitc 
Sand, coarse, gray
,micac
ous, fine gravel, traces 
of clay and lignite. . . . . . . . . . . . . . 
Sand. fine, white, micaceous, traces of clay and 
lignite. . . . . . . . . . . . . . . . . . . . 
Sand, fine and coarse, gray . . . . . 
Sand, very fine, whito, micaceous. traces of 
lignite. . . . . . . . . . . . . . . 
Sand, white, micaceous. and fine gravel, traces of 
ligni te . . . . . . . . . . . . . . . . . . . . 


Clay, light gray, and some gravel ........ 
Sand, very fine
 white micaceous, traces of lignite 
Sand and gravel, graJr, some gray clay and ligni tee 
Sand, fine, white, micaceous, white clay and 
ligni to . . It . . . . . . l . . . . . . . . . . 
Sand, fine, white, micaceous, trace of lignite. . 
Sand,coarse, ,
!tc, micaceous, trace of lignite 
and clay It , . . . . . . . . . . . . . . . . . 
Gravel and sand. grt
r, with clay, no lignite. . . 
Gravel and coarse sand. gray, trace of clay and 
1 igni t e . . . . . . . . . . . . . .. ... 
Gravel, gray, some clay, no lignite ....... 
Gravel, gray, no cl
y, no lignite .. ...... 
Gravel, gray, and white sand, no clay, no lignite. 
Gravel, gray, and white sand. tr
cc of white cl
. 
Clay, whi to, s ome s
nd . . . . . . . . . . . . . . 
Gravel, gray, with some gray clay and lignite 
Gravel, fine. gray, fine sc
d, and lignite. . . . 
Clay, white, with some gravel and lignite . . . . 
Sand. medium 
d fine, white, micaceous, and 
abundant ligni tc . . . . . . . . . . . . . 
Sand, medium to vory fine, whi tc micaceous, and 
trace of lignite . . . . . . . . . . . . . . . 


(Oontinued on next page) 


121 


Thickness 
(feet) 


Depth 
(feet) 


9 91 
22 113 
422 535 
70 605 
3 608 
.5 608.5 
11.5 620 
10 630 
10 640 
10 650 
10 660 
11 671 
10 681 
4 685 
1 686 
6 692 
8 700 
10 710 
4 714 
6 720 
10 730 
22 752 
30 782 
10 792 
11 803 
2 805 
2 807 
6 813 
7 820 
10 830 
115 945 
67 1012 



N l8l. (Continued). 


1.22 


A nearly continuous bed of gravel from about 715 to 805 feet. The 
wh
te clay probably occurs in occasional thin layers or partings and is not 
disseminated through the gravel. Hence, the gravel is highly water bearing, 
and while passing through this gravel the well gave a continuous artesian 
flow. This gravel and water hbrizon cannot, apparently, be correlated with 
th

Lloyd in the lower part of the Raritan; but it belongs, instead, in the 
lower part of the Magothy. 



 - 
 - - - - - 
 - - 
 
 
 ... - 
 - - - 
 
 
 
 - - 
 - - - - - - - - - 


N 182. School District No. 23. Town of Oyster Bay, Massa
equa Av€., 
between Prospect Pl. & Merrick Rd., Massapequa. (8 C, 0.2 N., 2.9 W.). 
Drilled by Benjamin T. Ebbets January 1937, Driller's log, 


Fi 11 . . . . . . 
Sand . . . . . . . 
Clay . . . . . . . 
Sand and gravel 


Casing: 
Screen: 
Static water level: 
Yield: 


. . . . . 


ThicknE:'-SS 
(foet) 
3 
5 
9 
14.5 


Depth 
(feet) 


3 
8 
17 
31.5 


------...-------- ---- --- -...- --- -.....- - --- ...-- 


. . . 


1-1/4 inches. 
2 feet of 1-1/4 inch. 
3.3 feet on January 6, 1937. 
7 gallons a minute. 


N 183. School District No. 23. . Town of Oyster Bay, Massapcqua Av
., 
between Prospect Pl. & Merrick Rd., Massapequa. (8 0, 0.2 N., 2.9 W). 
Drilled by Benjamin T. Ebbcts January 1937. Driller's log. 


Top soil and fill 
Clay and gravol . 


Clay . . . . . . . . 


Sand, water-bearing 


Casing: 
Screen: 
Static water level: 
Yield: 


Thickness 
(ff.at) 


. . . 


3 
6 
10 
14.5 


. . . . 


.... .... 


. . 


. . . 


1-1/4 inches, 
2 fe
t 5 inches of 1-1/4 inch. 
2 feet on January 3, 1937. 
7 gallons a minuto. 


Depth 
(fect) 
3 
9 
19 
33.5 



123 


N +84. . City of New York, Department of Water Supply, Gas & Electricity. 
Te
t W
+,l
 
ssa
equn Pumping Station. (8 C. 0.5 N., 2.7 W.). Altitude 
about'10.feet above sea level. Record compiled by W. O. Crosby. 


Sand and gravel. in part glacial. . . . . 
Clay, light gray and blue . . . . . . . . . 
Sand and shells . . . . . . . . . 
Sand, fine, shells in upper part only 


Thickness Depth 
(feet) (feet) 
48 48 
8 56 
45 101 
60 l61 


- - 
 - 
 - 
 
 - - - - 
 - - 
 - 


N 185. City of New York, Department of Water Supply, Gas & Electricity
 
Test Well 12. Massapequa Stream at Brush Rd.., 2.8 miles north of Long Island 
Railroad, Montauk Division. (8 C, 3.3 N.. 2.2 W.). Jetted by owner in 1909. 
Altitude about 60 feet above sea level. Record furnished by owner. 


Thickness Depth 
(feet) (feet) 
Gravel. coarse, rusty, mixed with soil . . . . 7 7 
Gravel, coarse, clean, and sand . . . . 3 10 
Gravel, coarse, stained with black spots . . . . . 2 l2 
Sand, medium, some fine gravel . . . . . . . 4 16 
Sand, wedium. yellow, some fine gravel . . . . 2 18 
Sand, medium, yellow, somo very fine gravol . . . 7 25 
Sand, fine, some fine gravel . . . . . . . . . . . 23 48 
Sand, medium, some.) fine. whi to gravel . . . . . . . 2 50 
Sand, medium and coarse, yellow, some fine gravel. 2 52 
Gravel, fine, clean . . . . . 4 56 
Gravel, fine,. rusty . . . . 5 61 
Gravel, coarse, clean . . . . 9 70 
Sand, fine, gray . . . . . . . 20 90 
Sand, medium, rusty . . . 2 92 
Sand, medium, white . . . . . 10 102 
Sand, ilwdium and :i:'
_ne, light yellow . . 10 112 
Sand, c0arsc, yellow . . . . . . . . 6 118. 
Clay
 compact, blue . . . . . . . . . . . . 8 126 
Lign:;' 
:;c . . . . . . . . . . 2 128 
Sand, U'edium. light yellow . . . . . . . .. . 22 150 
Sand I :':'ine, ilb.i te, c 1 ea.n . . . . . . . . . l8 168 
Sandt iTI.3dium) whi t E 
 clean . .. . . . . . . . 37 205 
Sand, UI -.:di UI:1, lig
:te and pyrite . . . . . . 30 235 
Sand, medium, light gre.y. clean . . . . . . . 37 272 


Casing: 


8 inches. 


(Continued on next page) 



N 185. (Continued) 


,Record compiled by W. O. Crosby. 


Gravel and sand, yellow, trace of erratic material . 
Sand and some gravel, trace of erratic material . 
Sand and gravel. no erratIc material . . '. . . . . . 
Gravel, clean, fine, no sand, no erratic material. . 
Sand, fine, gray, micaceous . . . . . . . . . . 
Sand, medium, yellow, micaceous . . . . . . . . . . 
Sand, fine to coarse, white to buff, micaceous. . . 
Clay t dark gray, carbonaceous and micaceous, pebbly. 
Sand, dark gray, highly micaceous and lignitic . . . 
Sand, medium. light yellow, micaceous . . . . . 
Sand, fine, whi te, micaceous . . . . . . . . . . . . 
Sand, medium, white, micaceous, much lignite and 
pyx-i to . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, white, micaceous, trace of lignite. 


- - - 
 - - 
 - - 
 
 
 - 
 - - 
 
 - - - - - 
 
 


124 


Thickness Depth 
(feet) (teet) 
12 12 
23 35 
17 52 
18 70 
20 90 
2 92 
26 118 
8 126 
2 128 
22 150 
18 168 
67 235 
37 272 
.....-..... 


N 186. City of New York, Department of Water Supply, Gas & Electricity. 
Test Well 13. Mas8apeq
 Stream at Bethpage Rd., north of Long Island Rail- 
road, Montauk DivisIon. (8 C, 3.9 N., 2.8 W.). Jotted by owner in 1909. 
Altitude about 80 feet above sea level. Record furnished by owner. 


Thickness Depth 
(feet) ( feet) 
Loam and gravel . . . . . . . 5 5 
Sand, fine, bItown . . . . . . . . . . . . . . . 2 7 
Sand, coarse, brown, and gravel . . . . 11 18 
Sand, fine, brown . . . . . . . . . . . . 2 20 
Sand, coarse, brown, and gravel 5 25 
Sand and gravel, dark brown 7 32 
Sand, coarse, brown, and gravel . . 3 35 
Sand. tine, brown, and gravel . . . . 5 40 
Gravel, heavy, and stone . . . . . . . . . . . . . . 10 50 
Gravel. heavy, and stone and pyrite . . . . . . . 8 58 
Gravel, heavy, and stone . . . . . . . . . . 7 65 
Sand. fine, 11gb. t brown . " . . . . " . . . . . 12 77 
Sand, fine, brown . . . . . . . . . . . 12 89 
S
t coarse, white, and gravel . . . . . 7 96 
Sai'ld. coarse, brown, and gravel . . . . . . . 12 108 
Sand, medium, white . . . . . . . . . . 7 115 
Sand, coarse, brown . . . . 10 125 
Sand, medium. white " . . " . . " . . . . . . . 5 i30 
Sand, fine. brown . . . . . . . . . . . . . . . 9 139 


(Continued on next page) 



l25 



 lS6. (Continued). 


Thiokness 
(feet) 


Depth 
(teet) 


Sand, fine. white, and abundant powdered lignite 
Sand, medium, white, and traces of lignite ... 
Sand, medium, white, and brown, and traces of 
lignite. . . . . . . . . . . . . . . . . . 
Sand, medium, white and brown, mixed . . . . . 
Sand, large, sharp, light brown, and traces of 
lign! te . . . . . . . . . . . . . . . . . 
Sand, fine, dark brown, and powdered lignite. . . . 


9 l48 
15 163 
28 191 
25 216 
3 219 
2 . 221 


Casing: 


8 inches. 


Record compiled by W. O. Crosby. 


Gravel and sand, yellow, traces of erratic material 18 18 
Gravel and sand, yellow, no errati
 material . . 17 35 
Clay, yellow, sandy . . . . . . . . . . . . . . 5 40 
Gravel, coarse, quartz, no erratic material . . 27 67 
Sand, fine to medium, yellow, micaceous . . 22 89 
Sand, coarse, white . . . . . . . . . . . . 19 108 
Sand, coarse to medium, buff to gray . . . . . 7 115 
Sand, coarse to medium, yellow . . . . . . . . . . . lO 125 
Sand, fine to medium, yellow . . . . . . 14 139 
Sand, fine, gray, micaceous, with lignite . . . . . 9 148 
Sand, fine, white, micaceous, with lignite . . . 68 216 
Sand, medium to coarse, micaceous . . . . . . 3 219 
Sand, fine, gray, micaceous, with lignite . . 2 221 
- - - ... -.....---- ----- -..--...-- ---... 


N 187. Charles R. Weiden. Farmingdale. 
Drilled by C. W. Lauman & Co., October 1935. 
from an examination of sam
les. 


(8 C, 4.4 N., 1.8 W.). 
Log com
iled by G. H. Clark 


Thickness 
(feet) 


Depth 
(feet) 


Top soil . . . . . . . . . 1 1 
Clay , sandy . . . . . . . . . . . . . 5 6 
Sand and small gravel . . . . . . . . . 29 35. 
Clay, black, somewhat sandy . . . 17 52 
Clay, black, sandy . . . . . . . 26 78 
Sand, dirty . . . . . . . . . . . . . . . 3 81 
Sand, clean . . . . . . . . . . 5 86 
No record . . . . . . . . . , 8 94 


Casing: 
Screen: 
Yield: 


4 inches. 
3 feet of It inch No. 10 slot. 
Very small. 



126 


N 188. Village of Farmingdale. Test Hole. 315 Eastern Parkway at 
Oakview Ave.. just south of Railroad. (8 C. 4.7 N.. 1.2 W.). Drilled by 
Hall & Co., November 1935. Altitude 75 feet above sea level. Record 
compiled by H. R. Blank from examination of samples. 


Sand and gravel, thin layer of white to yellow 
clay at 72 feet . . . . . . . . . . . . . . . . 
Sand, very fine, yellowish-white, some clay . . . 
Sand, 'fine, clayey, coarser near base . . . . . . 
Sand. medium, clayey, mixed with yellowish clay 
Sand, mcdi
gray, coarser near base . . . . 


Thickness Depth 
(feet) (feet) 
72 72 
28 100 
30 130 
5 135 
15 150 


Casing: 
Static water levcl: 


4 inches. 
20.8 feet. 


Thoro arc four shallow wells on this property, drilled from 1905 to. 
1919, depths range from 38 to 45 feet. diameters from 8 to l8 inches. Water 
level, 24 feet in February 1932. Combined yield, 1.200 gallons a minute. 


-----....--......--....... ---...---- 


N 189. Long Island State Park Commission. WeIll. Bothpage State 
Park. (Formerly owned by B. F. Yoakum). (8 C , 5.1 N., 1.6 W.). Drilled by 
Layne-New York Co., Inc., in 1925. Altitude 145 feet above sea 
evel. 
Driller's log. 


Thickness 
(feet) 


Depth 
(feet) 


Sand, 
Sand, 
Sand, 
Sand. 
Sand, 
Clay, 


coarse, 
coarse. 
coarse. 
coarse, 
coarse, 
whi to 


and boulders . . . . . . . . 
and gravel .... 
loose 
loose. and gravel 
and gravel . . . . . . 


. . . . 


......... 


20 20 
21 41 
43 84 
. . 43 127 
. . . 63 190 
. . . . 


Cas"ing: 
Screen: 


16 to 10 inches. 
II-inch set from 145.8 to 185 feet. 


Pumping test: 
Oct. 26, 1925. 


Static water level: 
Pumping 
ater level: 
Drawdown: 
Yield: 
Spocific capacity: 


86 feet. 
107.8 feet. 
21.8 fect. 
594 gallons a minuto. 
27. 



127 


J 190. Long Island State Park Commission. Well 2. Bethp,g9 '
ate 
Park. About 30 teet southwest of test well (255 feet deep) 

 4OQ'Ceet 
west of Well 1. (8 C, 5,2 N. t l.6 W.). Drilled by owner J'ebNal7rl 936 . 
Altitude 146.08 feet abov( sea level. RQoord from driller's 10g 
 trom 
observations at well by H. R. Blank. 
 ' 


Th
QJglC8a 
(te
t) ,t:' 


Depth 
(tcet) 


Pi t . . . . . . . . . . . . . . . . . . . . . . .. 20 20 
Sand and gravel, coarse brown . . . . . . . . . .. 24 44 
Sand, fine, yellowish-brown. with some clay . . ..'
 50 
Sand, white, chiefly medium, but .some fine and 
coarse larere . , . . . . . . . . . . 
 . , . .. 37 87 
Clay, ye,llow1sh..brown .... . . . .. ...... 3 90 
Sand and gravel, white, with considerable ironstone. 5 95 
Sand and gravel, 
sty to red coated, some ironstone 15 110 
Sand, fine, clayey, yellowish-brown ........ 35 145 
Sand, whi te t medium to coarse, no gravel . . . . 15 160 
Sand, medium, light brown . , . . . . . . . , . .. 20 180 
Sand, fine, gray, and olay , . . . . . . . . . , .. 7 187 
Sand, very fine, tan colored, and tan colored clay. 8 195 
Clay, tough, in layers of various colors. . . . .. 2 197 
Clay, sandy, in thin hard 1ay€rs, dark colored. .. 3 200 
Clay, finc, sandy, gra:y, somewhat softer than above. 20 220 
Sand, fine, tan colorod, with particles of lignite, 10 230 
C1aT, hard, light brown . . . . . . . . . . . , .. 5 235 
Sand, tin
, brown, and cl
 . . . . . . . . . . .. 5 240 
Sand, fine to mediwu, brown . . . . . , . . . . .. 13 253 
Clay, hard, gray, with a'little fipe sand . . . .. 7 260 
Sand, fine. cl
yey, rusty yellow. . , . . . . . .. 10 270 
S
d, fine, clayc: r , rusty YOllow, mottled with black 4 274 
Sand, fine to meJium, 'light grayish-brown ...., 21 295 
Clay. tough, black . . . . . . . . . . . . . , . .. 9 304 
Clay, silty, gray, rich in lignite and pyrite,_ 
fairly tough . . . . . . . . . . . . . , . . .. 22 326 
Clay, laminated. brownish"gray. sandy,' :u4ch in 
fine mica . . . . . . . . . . . . . . . . . . .. 20 346. 
Sand, ve
 fine, c
ey, yellowish-brown. . , . .. 6 352 
Sand, mectiUDi, brown . , . . , . . . . . . . . . .. 5 357 
Clq, to'\1gh" slate colored. . . . . . t . . . . .. 7 364 
Sand, fine to medium, brown . . . . . . . . . . .. l2 376 
Sand, fine, brown, and yellow clay .. ....,. 2 378 
Clay, black, with lignite ,.. 
 . . . . . . . .. 1 379 
Cl
, dark gr
 to yellow . . . . . . . . . .. 1 380 
Sand, medium, brown, clayey . . . . . . . . . . ,. 22 402 
Sand, fine, tan colored, cl
ey, oontains lumps ot 
oxidiled pyrite . . . . . . . . . . . . . . . .. 19 421 
Cl8.7, light gray. san
, wi th pleces of white clay. 19 440 
Clay, tough, whi te . . . . . . . . . . . . . \ . .. :1 441 
Sand, t1ne to medium, brownish-gray with piece of 
. whi te cla.y . . . . . . . . . . . , . . ,. , . .. 13 454 


(Oon'1nued on next page) 



128 


N 190. (Continued) 


Thickness 
( f:eet ) 


Depth 
(feet) 


Sand, fine. tan-brown, clayey . . . . . . . . . . . 10 464 
Sand, very fine, light gray, and clay . . 7 471 
Clay, gray, silty, rich in organic matter . . . . . 2 473 
Clay, gray, vory hard . . . . . . . . . . . . . . . 2 475 
Sand, fine, yellowish-gray, clayey, wi th e. few thin 
streaks of gray clay . . . . . . 19 494 
Sand, fine, light gray . . . . . . . . . . . . . . . 2 496 
Sand, coarse, brown, clean . . . . . . . . . 13 509 
Clay, 
inklsh-brown . . . . . . . . . . . 3 512 
Sand, medium, gray . . . . . . . . . . . . . . . 3 515 
Clay, tough, dark gray to brownish-gray . . . . . . 18 533 
Clay, dark gray to browni sh-gray , softer than above. 3 536 
Sand. medium, light gray, clayey . . . . . . . . . . 9 545 
Clay, fairly tough, dark purplish-brown, containing 
lignite. . . . . . . . . . . . . . . . . . . 5 550 
Sand, medium, brownish-gray, clayey . . . . . . . . 32 582 
Sand, coarse, gray, with trace of clay. . . . . 5 587 
Sand, coarse, and gravel . . . . . . . . . . . . 5 592 
Sand, fine, gr
1', and clay . . . . . . . . . . . 12 604 
Sand, fine, gray . . . .. . . . . . . . . . . 11 615 
Clay. hard,' black, and wood . . . . . . . . . . 9 624 
Sand, coarse, gray, with gravel, clay, !Uld wood . . 24 648 
Sand, coarse,almost white, and grnvcl . . . . . . '. . 21 669 
Sand, light brown, and gravel . . . . . . . . . . . 26 695 
Clay, w hi te . . . . . . . . . . . . . . . . . . 5 700 


Casing: 
Screen: 


16 to 10 inches. 
la-inch No. 40 slot Cook, sct from 624 to 684 feet. 



 - - - 
 - 
 - 
 - - - 
 
 
 
 - - 
 - 
 - - - - -
 - 
 - - - - 


N 191. City of New York, Department of Water Supply, 'G
s & Electricity. 
Test Well 14. Near Central Park Station. (8 C, 5.0 N., 3.2 W.). Altitude 
about 100 feet abovo sea level. Record compiled by W. O. Crosby. 


Sand and gravel, yellow, some erratic material. . . 
Sand, medium, yellow, and lumps of white plastic 
clay . . . . . . . . . . . . . . . . . . . . . . 
Clay, w hi to, sandy . . . . . . . . . . . . . . . . . 
Sand, medium, _hite, clayey, micnccous . . . . . . . 
Sand, fine, light yellow. cl
yey, 
ic
caous .... 
Nodules of ferruginous sandstone (oxidized pyrite) . 
Clay, sandy, white and yellow, micaceous. . . . . . 
Clay, yellow and white, plastic, and oxidized pyrite 
Sand and gravel, yellow, tr
ce of erratic material. 


Thickness Depth 
(feet) (feet) 
12 12 
8 20 
6 26 
I 8 34 
110 44 
1 45 
7 52 
3 55 
5 60 


(Continued on next page) 



129 


N 191 (Oontinued). 


Thieme.. 
(feot) 


Depth 
(teet) 
65 


S
d and fine gravel, yellow, no erratic material . 
Sand and co
rse gravel, yellow, trace of erratic 
matot"ia.l . . . . . . . . . . . . . . . . . . . . 
Sand. dcc
 yellow, and oxidilcd pyrite . . . . . . 
Sand, deep yellow, 
d fino gravel . . . . . 


5 


7 
, 
6 


72 
79 
85 



 - 
 - - 
 
 
 - - 
 
 - - - 
 
 - - 
 
 - - - - - - - - 
 
 - 


N 192
 Contral Park Water District. Well 3. Jackson Ave., and Long 
Island Ra:l
c
ds O
ntrnl Park. Drilled by 

o-New York Co., Inc., Septem- 
ber 193'j.. (C O. 5 () N.., 3.2 W.). Alti tude of base of pump 104.46 teet above 
sea levcl
 Record furnished by owner. 


. . . . 


. . 


. . 


. . 


. . . . 


Thicknoss Depth 
(tect) (fect) 
41 41 
64 .105 
42 147 
32 179 


Sand. 
Sa71J. , 
Snl1.l
 
S[:j..r..d. , 
Se..TlJ. , 


coarse, and gravel . . . . . 

o
rsc .. . . .. . . . . . . . 
co
rsc, loose ... . . . . 
1,0 :Jse 


. . . . . . . 
. . . . . . . . . 
. . . . . . . . , 


. . 


iUU.a.dy 


......,..... 


. . . . . . 


. . 


Casing: 
Screen: 


16 to 10 inches. 
lO-inch set from 112 to 161.5 fect. 


Pumping test: 
Sept. 28, 1927. 


Static water level: 
Pumping w
ter level: 
Drawdown: 
Yield: 
Specific capacity: 


39.0 feet. 
91.1 foot. 
52.1 feet. 
512 gallons a minute. 
10. 


There 
.e two other wells on this property. Well 1 is 104 feet deep. 
Well 2 is 220 feet deep. 


. 
- - - 
 
 - 
 - - 
 - 
 - - 
 
 - 
 - 
 
 - - - - 
 - 
 
 - - - - 
 - 
 


N 193. Rj ,:;hard F. Babcock. Woodbury Rd., Woodbury. 
(8 D, 3.8 N.: 
.2 W
). Drilled by Artesian Well & Supply Co., Docecbcr 1922. 
Information furnished by Suburb

 Engineering Co. 


Dep th: 
Casing: 
Screen: 
Wa.ter level: 
Yield: 


640 feet. 
8 to 6 inches. 
ll.l feet of Cook. 
227 teet. 
35 gallons a minute, 


Material below scroen reported to be clay and sand. 



13 9 


N 194. Ogden Mills. Woodbury. (8 D, 4.2 N., 2.0 W.). Dr11
 b1 
:a. H. .& J. Conlan, September 1917. Altitude about 320 feet above .
e. level. 

ecord furnished by Suburban Engineerine Co. ' 


Hardpan with gravel. . . . . . . . . . . . . 
Gravel, no water . . . . . . . . . . . . . . . . . . . . 
Clay, 80ft, red. . . . . . . . . . . . . . . . . . . . . 
Clay in large and small lumps. . . . . . . . . . . . . . 
Send, tine, with particles of clay, some water . . . . . 
No record. . . . . . . . . . . . . . . . . . . . . . . . 


Screen: 


Set from 340 to ;85 feet. 


- - - - - - - - - - 
 - 
 - - 
 - - 


'1'h1oJm.twe DeJth 
(tee
') (t.et) 
40' . 40 
106 140 
80 220 
,0 250 
" 285 
100 3B5 


N 195. H. B. Winthrop. Woodbury. (8 D, 4.5 H., 2.2 W.). Drilled by 
Artesian Well & Supply Co., in 19l9. Al ti tude about 210 feet above sea level. 
Becord furnished b1 Suburban Engineerine Co. 


H.ardpan. . . . . . . . . . . . . . '. . . . . . . . . 
Clay, sandy, with layers of sand. and clay. . . . . . 
Sand, dirty. . . . . . . . . . . . . . . . . . . 
Sd" cle8.Il. . . . . . . . . . . . . . . . . . . 


Screen: 8-inch No. l4 Cook set fram 283 to 294 feet. 
Water level: 20; feet below l8.Ild surface. 


. . 


Thicknes8 Depth 
(feet) (teet) 
55 55 
190 24, 
30 275 
25 300 


. . 


- - - - - - - - 
 - - - - - 
 - - - - - - - 
 - - - - - - - - - - - - - - - 


N 196. Philip L. Goodwin. Woodbury Rd., near Jerioho Turnpike, 
Woodbury. (8 D, 4.2 N., ,:3.0 W.). Drilled by Artesian Well & Supply Co." 
S'eptem.ber 1920. Al ti tude about 230 teet above sea level. Information 
furnished by Suburban Engineering Co. 


Hard.pan. . . . . . . . 
Gravel . . . . . . . . . . . . . . . , 
Gravel and sand. . 
Sand, tine . . 
Sand . . . . 
Clay . . . . . . . . 
SaI1d. . . . . . . . . . . . . . . . . . 
Sand, white. . . . . . . . . . 
Sand, dirty. . . . . . . . 
Cl
 . . . . . . , . . . . . 


. . . 


. . . 


. . 


. . . . . 


. . . 


. . . . 


. . 


. . 


. . . 


. . . . 


. . . . 


. . . 


. . . 


. . 


. . . 


. . . . 


. . . . . 


. . 


. . . . 


. . . 


....... 


. . . 


. . . . 


. . 


. . . 


, . . 


. . . 


. . . . . 


. . . 


(Continued on next page) 


. . 


Thickness Depth 
(teet) (feet) 
20 20 
30 ;0 
30 80 
20 100 
30 130 
10 140 
10 150 
10 160 
10 170 


. . 


. . 


. 
 


. . 



N 196. (Continued). 


l3l 


6 inohes. 
lO.5 feet of 6-ineh Cook, with bottom about 
l66 feet, 
50 gallons a minute. 
l44 feet. 


Casing: 
Screen: 


Yield: 
Statio water level: 


- - 
 - - - - - - - 
 
 


- - - - - - - 
 "- 


N 197. Victor Morowitz
 Well 2. Woodbury. (8 D, 4.7 N., 3.5 w.). 
Drilled by P. H. & J. Conlan, November 1920. Altitude about 280 feet. 
Record furnished. by- Suburban Engineering Co. 


Gravel . . . . . . . . . . . . . 
Clay . . . . . . . . . . ... . . . . . . . . . . . . . . 
S8I1d., fine . . . . . . . . . .. . . . . . . . . . . 
Clay . . . . . . " . . . . . . . . . . . . . . . . 
Sa.Ild. , fine . . . . . . . . . . . . . . . . . . . 
Sand, coarse . . . . . . . . . . . . . . . . . . 
Sand, very f 1ne , wh1 te . . . . . . . . . . . . . . . 


Water level: 


180 feet below surface. 


Thickness Depth 
(feet) (feet) 
200 200 
7 207 
193 400 
7 407 
20 427 
20 447 
10 451 


N 198. Jericho Water District. Well 3. Nostrand Lane, Syosset. 
(8 D, 5.0 N., 3.9 W.). Drilled by Layne-New York Co., Inc., April 1930. 
Altitude 237 feet above sea level. Record furnished by owner. 


Sand and gravel, some boulders 
Sand and gravel, hard. . . . . 
Sand, with streaks of clay . . 


. . . . . . 


. . . . . 


. . . . . . 


. . . . . 


. . . . . . 


. . . . . 


Clay . . . . . . . . . . . . . . . . . . . . . . . . 
Cl
, sandy. . . ,. . . . . . . . . . . . 
Sand, hard, with soft streaks. . . . . . . . . . . . . . 
Clay, tough. . . , . . . . . . . . . . . 
Clay, sandy. . . . . . . . . . . . . . . . 
S8X¥i, hard . . . . . . . . . . . . . . . . . . . . . . . 
Cl
 . . . . . . . . . . . . . . . . . . . . . . 
Clay, hard, sandy. . . . . . . , . . . . . . . . 
Sa:nd. and. gravel. . . . . . . . . . . . . . . . . . . 
Clay . . . . . . . . . . . . . . . . . . 
Sand and gravel. . .. . . . , .. . . . . . . . . . 
Sand, hard, with streaks of clay . . . . .. 


(Continued, on next pase) 


Thickness Depth 
(feet) (feet) 
50 50 
150 200 
93 293 
6 299 
72 37l 
94 465 
5 470 
22 492 
4l 533 
3 536 
27 563 
23 586 
2 588 
22 610 
20 6'0 



N 198. (Continued). 


Clay . . . . . . . 
Gravel . . . . . . 
C
 and boulders. 
Clay and sand. . . 


Casing: 
Soreen: 


Pumping test: 
Nov. 22, 1930. 


132' 


Thickness Depth 
(teet) (teet) 
. . . . . . . . . . . . . . . . . 186 816 
. . . . . . . . . . . . . . . . . 45 861 
. . . . . . . . . . . . . 30 891 
. . . . . . . . . . . , . . . . . 34 925 


26 to l2 inches.' 
12.inch set from 566.6 to 616.6 feet. 


Statio water level: 
Pumping water level: 
Drawdown: 
Yield: 
Specific capacIty: 



 - - - - 
 - - - - - - - - 
 
 
 - 
 - - 
 - - 


l65 feet. 
196 feet. 
3l feet. 
l,130 gallons a minute. 
36. 


N 199. Jericho Water District. Well 4. Nostrand Lane, Syosset. 
(8 D, 5
1 N., 3.9 W.). Drilled by Layne-New York Co., Inc., June 1930. 
Altitudl3 233 feet above sea level. Record furnished by owner. 


Gravel and. boulders. . . . . . . . . . , . . . . . . 
Sand and gravel. . . . . . . . . . . . . . . . . . . 
C lay and sand. . . . . . . . . . . . . . 
Clay, tough. . . . . . . . . . . . . . . . . . . . . 
Cl
 and sand in streaks ....... . . . . . 
Clay, tough. . . . . . . . . . . . . . . . , . . 
Sand, gravel, and clay . . . . . . . . . . . . . 
Grave 1 . . . . . . . . . . . . . . . . . . . . . . . 
Clay 
 sa.I1d.. . . .... . . . . . . . . . . . 
Sand 8J1d. gravel, . . . . . . . . . . . . . . . 
Sand and clay. . . . . . . . . . . . . . . . . 


Casir.g: 
Screen: 


Pwnping test: 
Nov. 22, 1930. 


Thickness Depth 
(feet) (teet) 
50 50 
l65 215 
60 275 
1 282 
105 387 
3 390 
70 460 
l7 477 
23 500 
lOO 600 
II 6ll 


38 to l2 inches. 
l2-inch set fram 544 to 600 feet. 


Statio water level: 
Pumping water level: 
Drawdown: 
Yield: 
Speoific capacity: 


l59.5 feet. 
192.0 feet, 
32.5 feet. 
l,120 gallons a minute. 
35. 



lJ3 


N 2QO. Frederiok Lutz. Qrster Bay Cove. (8 E, l.8 N., 4.1 W.). 
Drilled 'by Artesian Well Be Supply Co. Altitude about 60 feet above sea 
level. Record furnished by Suburban Engineerins Co. 


. . .. . . 


. . . 


Depth 
(teet) 
60 
l55 
l69 


Cl
 (3 feet) at . . . . . . . . 
Clay, at . . . . . . . . . . . 'I' 
Sand and gravel, coarse. 


. . . . 


. . . . . . 


. . . 


Depth: 
Static water level: 
Drawdown: 


169 feet. 
20 feet. 
45 feet pumping 75 gallons a minute. 


- 
 - - - - - - . - - - - - - - - 
 - 
 - - - 


N 20l. Thomas Hitchcock, Middle Neck Rd., Sands Point. 
(5 E, 2.2 N., 3.l W.)" Drilled by Artesian Well Be Supply Co. Driller's 
log. 


Thickness 
(feet) 


SaJ:ld and grave l. . " . . . . . . . . . . . . . . . . 
Sand, fine, yellowish-brown, rich in mica. . . . " . 


57 
, 


Depth 
(feet). 
,7 
60 


Static water level: 
Yield 2 


38.6 feet. 
About 40 gallons a minute. 


- .. - - - .. - - 


N 202. Oyster Bey Water District. East side of Shore Rd J, 500 feet 
north of West Main St. Well is 20 feet northeast or northeast 'corner of 
pump house and 20 feet south of Long Is land Railroad. (7 E, 2.9 N., 2.2 w.). 
Drilled by E. K. Hutchinson Be Son in 1928-l930. Al ti tude about 5 feet above 
sea level. 


Depth: 


420 feet. 


E. K. Hutchinson Be Son drilled four other wells a,t this location ranging 
in depth fram'lOO to 420 feet. 


- 
 - 
 - - - 
 - 
 - - - - 



 - - - - - - - - - - .. .. - - - - - 


N 203. Roalyn Water District. East side of West Shore Rd., lOa feet 
south of Mott Ave. Well is 48 feet southeast of southeast corner of pump. 
house and 400 feet east of West Shore Rd. (6 D, 3.6 N., 3.6 W.). AltitudEs'" 
about l5 feet above sea level. 


There are seven other wells at this location ranging in depth from 275 
to 600 feet. 



l34 


N 204. Village of Centre Island. West side of Centre Island :Rd., 
near interseotion with Publio Rd. (7 E, 4.7 N., l.2 W.). Altitude about 
20 teet above sea level. 


Chloride oontent of well water on Dea
ber 20, 1937, was 5 parte per 
million. 



1'5 


INDEX OF WELIB BY OWNERS 
Owner Well Owner WeU 
No. No. 
Aldred, J. F. N 122 Davis, Arth
 V. N 112 
Babcock, Richard F. N 193 Deepdale Country Club N 20 
Baker, George F., Jr. N 123 Donniez, Harry If 178 
Bethpage State Park N 189 Doub leday Doran & Co., Inc. N8T 
Do. N 190 Far.mingdale, Vi11
 of N1S8 
Burden, James A. N 161 Freeport, Village of N66 
Burr, Nelson B. N 176 Do. N 61 
Carlton Amusement Corp. N 27 Do. N 68 . 
Central Park Water District N 192 Do. N 69 
Centre Island, Village of N204 Do. N 131 
Channell Management Corp. N 46 Do. N 1'2 
Citizens Water Supp
 Co. N 7 Do. N 133 
Do. N8 Do. Nl34 
Do. N 9 Garden City Garase N86 
Do. N 21 Garden City Hotel H88 
Do. N 22 Do. N89 
Do. N 23 Garden City, Village of N 92 
Do. N .30 Do
 N 93 
Do. N 3l Do. N 94 
Colonial Beacon Oil Co. N 47 Do. N 95 
Creek Club N 12l Goodwin, Philip L. N 196 
Do. N l24 Great Island N130 
Do. N 125 Guggenheim, H
 F. N38 
Dahl, C. H., Dairy N 74 Hempstead, V11-+ase ot If 78 



136" 


INDEX OF WELLS BY OWNERS (CONT.) 
Owner Well Owner Well 
No. No. 
Hempstead, Village of, Jericho Water District, 
(Cont.). N 79 ( Cont . ) Nl99 
Do. N80 Jones Beach State Park N 128 
Do. N 81 Do. N129 
Do. N 82 Kent, George E. N 154 
Do. N 83 !{nab be, Richard N 142 
Hicksville Water District N l48 Kniokerbocker Ice Co. N 1 
Do. N l49 Locust Valley Water District N 115 
Do. N l50 Do. N l16 
Hill, J. N. N l57 Do. N 117 
Hi tohcock, Thomas N 201 Do. N 118 
Hoyt, Colgate N l17 Do. N l19 
Iovino, Orazio N 151 Do. N 120 
Iselin, C. Oliver N l65 Loeser,. Frederick & Co., 
Inc. N 90 
Jamaica Water Supply Co. N lO 
Livermore, P. W. Nl56 
Do. N II 
Long Beach, Oi tl of N 40 
Do. N l2 
Do. N 41 
Do. N 13 
Do. N 4
 
Do. N l4 
Do. N .43 
Do. N l5 
Do. N44 
Do. N 17 
Do. N 45 
Jericho Water District N lO9 
Long Island Lighting Co. N III 
Do. N llO 
Long Island State Park Comm, N 128 
Do. N 198 
Do. N129 



'1'7 


INDEX OF WELLS BY OWNERS (CONT.) 
Owner Well Owner 
ell 
No. No. 
Long Island State Park Comma N 189 , New York, City of, Depart- 
ment of Water Supply, Gas 
Do. N 190 and Electricity, (Cont.) N 5 
Long Island Water Corp. N 73 Do. N 6 
Lowden, W. T. N144 Do. N 51 
Lutz, Frederick N 200 Do. N. 54 
Manhasset-Lakeville Water Do. N 55 
District N 24 
Do. N5€) 
Do. N 25 
Do. N 57 
McCann, Charles E. F. N l70 
Do. N 58 
Meadow Brook Country Club N 85 
Do. N 59 
Meadowbrook Hospital N l45 
Do. N 60 
Milburn Country Club N 70 
Do. N 61 
Mills, Ogden N 194 
Do. N c2 
Mineola, Village of N 97 
Do. N 63 
Do. N 98 
Do. N64 
Morowi tz, Victor N 197 
Do: N 65 
Murray, Hugh N 108 
Do. N 1'5 
Nassau Country Club N 114 
Do. Nl;6 
Nassau & Suffolk Loan Aasn. N l8 
Do. N l37 
New York, City of, Board Nl38 
of Water Supply N 181 Do. 
New York, City of, Depart- Do. N 139 
ment of Water Supply, Gas N 140 
and Electricity N 2 Do. 
Do. N 3 Do. N 141 
Do. N 4 Do. N 143 



INDEX OF WELLS BY OWN1!:RS (CONT.) 


Owner 


Well 
No. 


New York, City of, Department 
of Water Supply, Gas, and 
Electricity, (Cont.) 


Do. 


Do. 


Do. 


Do. 


Do. 


Do. 


Do. 


New York Water Service Corp. 


Old Westbury, Village of 


Do. 


Do. 


Outerbridge, s. C
, 


Oyster BaJ Water District 


Pennoyer, Paul G. 


Piping Reck Water Co. 


Do. 


Plandome, Village of 


Do. 


Port Washington Water Diet. 


Do. 


Do. 


Do" 


N l46 


N 147 
N 179 
N 180 
N 184 
N 185 
Nl86 


N 19l 


N l12 


N l05 
N l07 
N 152 
N l74 


N 202 


N 113 
N l66 
N 167 
N 28 


N 29 


N :32 
N 33 
N 34 
N 35 


Owner 


l38 


Well 
No. 


Post1ey, Sterling 


Premium Ioe Co. 


Reid Ice Cream Co. 


Richardtz, Paul B. 
Rockville centre, Village of 


Do. 


Do. 


Do. 


Do. 


Do. 


Rockvll1e Country Club 


Roslyn Water District 


Sands Point Police Station 


Sands Point, Village of 


Do. 


Scheepers, John 


School District No. 23 


I Do. 
I . 
Schumacher, Fred 


Senff, Charles H. 


State Laundry Co. 


Steel, Charles 


Swift & Co. 


Taylor, Myron C. 


Nl68 
N l6 


N 100 


N 175 
N48 
N 4.9 
N50 
N 52 


N 53 
N 12 
N 11 
N 203 


N 39 
N 36 
N 37 
N l58 
N 182 
N 183 
N 19 
Nl60 


N 77 
Nl06 
N 96 
N 11' 



INDEX OF WELLS BY OWNERS (CONT.) 


N 126 t 
. j 
I Wheatley Hilla Golf Club 
N l27 


Owner 


Well 
No. 


Theriot, Charles R. 


N 163 
N l62 


Tod, Robert E. 


u. S. Coast Guard 


Do. 


u. S. War Department 


N84 
N 26 


Vani ty Fair Laundry 


Von Stade, F. S. 


N 153 
N 155 
N l64 
N 187 


Wallach, Mrs. B. 


Watson, J. J. 


Weiden, Charles R. 


Westbury Water District 


N lOl 


Owner 


West H
pstead-Hampstead 
Gardens Water District 


Do. 


Williston Park, Village of 


Do. 


Wilson & Co. 


Winthrop, Bronson 


Winthrop, H. R. 


Works, B. G" 


Yoakum, B. F. 


139 


Well 
;No. 


N 75 
N 76 


N 102 


N 103 
N lo4 


N99 
N 159 
N 195 ". 
N 17l 
N 189 



140 


LONG ISLAND GROUND WATER BULLETINS 


GW -1 Wi thdrawal of Ground Water on Long Island, N. Y. 
D. G. Thompson and R. M. Leggette, 1936 


GW-2 Engineering Report on the Water Supplies of Long Island 
Russell Suter, Executive Engineer, Water Power and 
Control Commission, February l, 1937 


GW-3 Records of Wells in Kings County, N. Y. 
U.S.G.S., 1937 


GW -4 Records of Wells in Suffolk County, N. Y. 
U.S.C.S., 1938 


GW-5 Records of Wells in Nassau County, N. Y. 
U.S.G.S., 1938 


GW -6 Records of Wells in Queens County, N. Y. 
U.S.G.S., 193B 


GW -7 Report on the Geology and Hydrology of Kines and 
Queens Counties, Long Island, 
J. Homer Sanford., 19384!